| Name |
Description |
Abstract |
Status |
Publication date |
Edition |
Number of pages |
Technical committee |
ICS |
| ISO/TS 21815-2:2021 |
Earth-moving machinery — Collision warning and avoidance — Part 2: On-board J1939 communication interface |
This document describes the on-board J1939 communication interface between a connected device and mobile machines for use in earth-moving, mining and road construction applications to enable interventional collision avoidance actions defined in ISO 21815-1 based on the SAE J1939 protocol. This interface is intended for use by a collision avoidance system (CAS) device integrated independently from the original machine providing intervention signals to slow down, stop or prevent motion of the machine. The protocol defined by this document can also be used to provide input information for a collision warning system (CWS).
This document is not intended for plug-and-play implementation of CAS or CWS on the machine. Additional details not fully described in this document can be negotiated by the CAS or CWS manufacturer and the machine manufacturer to enable functionality.
This document does not preclude the possibility of the machine manufacturer or the CxD manufacturer developing alternative on-board communication interfaces.
|
Published |
2021-07 |
Edition : 1 |
Number of pages : 82 |
Technical Committee |
53.100
Earth-moving machinery
|
| ISO/FDIS 21815-3 |
Earth-moving machinery — Collision warning and avoidance — Part 3: Risk area and risk level for forward/reverse motion |
|
Under development |
|
Edition : 1 |
Number of pages : 48 |
Technical Committee |
53.100
Earth-moving machinery
|
| ISO 22448:2010 |
Earth-moving machinery — Anti-theft systems — Classification and performance |
ISO 22448:2010 specifies, and classifies at seven levels, systems for the protection against theft of earth-moving machinery as defined in ISO 6165, and gives performance criteria for each level.
It also gives recommendations for managing critical documentation and theft-sensitive spare parts in protection against theft.
It is not applicable to tracking systems that monitor the location of a machine.
|
Published |
2010-10 |
Edition : 1 |
Number of pages : 6 |
Technical Committee |
13.310
Protection against crime
;
53.100
Earth-moving machinery
|
| ISO/CD 23285 |
Agricultural machinery, tractors, and earthmoving machinery — Safety of electrical and electronic components and systems operating at 32 to 75 VDC and 21 to 50 VAC |
This document primarily specifies both general design requirements and guidelines for protection of operators and bystanders against electric shock and electrically induced fire, for voltage classes A2 (32 to 60 V DC and 21 to 30 V AC) and B1 (60 to 75 V DC and 30 to 50 V AC), including waveform synthesized by power electronic converters. This standard is limited to addressing hazards that are not as commonly found in 12 and 24 V DC systems, including those related to higher power converters and drive motors. This document is applicable to electric systems used on:
• tractors, self-propelled ride-on machines, interchangeable towed implements, semi-mounted implements, and mounted implements used in or with agriculture and forestry.
• earth-moving machinery (EMM) as defined in ISO 6165 and attachments.
|
Under development |
|
Edition : 1 |
|
Technical Committee |
53.100
Earth-moving machinery
;
65.060.01
Agricultural machines and equipment in general
|
| ISO 23727:2009 |
Earth-moving machinery — Wheeled loader coupler for attachments |
ISO 23727:2009 provides for the interchangeability of attachments on wheeled loaders by establishing common dimensions and clearances for a coupler. It is applicable to wheeled loaders as defined in ISO 6165 with an operating mass of between 8 000 kg and 17 500 kg. Alternative coupler designs and dimensions are permitted, but might not provide broad interchangeability of attachments.
ISO 23727:2009 is not intended for, but may be applicable to, other wheeled loaders, skid steer loaders or backhoe loaders if interchangeability of common attachments is desired. It does not require the fitting of a coupler and attachments can be directly mounted to the lifting linkage without the use of one.
|
Published |
2009-03 |
Edition : 1 |
Number of pages : 11 |
Technical Committee |
53.100
Earth-moving machinery
|
| ISO/WD TR 25398 |
Earth-moving machinery — Guidelines for assessment of exposure to whole-body vibration of ride-on machines — Use of harmonized data measured by international institutes, organizations and manufacturers |
|
Deleted |
|
Edition : 2 |
|
Technical Committee |
13.160
Vibration and shock with respect to human beings
;
53.100
Earth-moving machinery
|
| ISO/CD 4931-1 |
Buildings and civil engineering works — Principles, framework and guidance for resilience design — Part 1: Adaptation to climate change |
This document addresses adaptation to climate change in the design of buildings and civil engineering works.
The document provides a framework, principles, and specific guidance for resilience design adaptive to climate change (RDACC) in buildings and civil engineering works. This type of design method will be applicable not only to new construction, but also to the renewal, retrofit, and replacement of buildings or civil engineering works.
This document does not address:
— adaptation to climate change in the production and procurement of building materials, components and devices;
— adaptation to climate change in construction processes;
— climate change mitigation in buildings and civil engineering works;
— emergency management in buildings and civil engineering works.
|
Under development |
|
Edition : 1 |
|
Technical Committee |
93.010
Civil engineering in general
;
91.040.01
Buildings in general
|
| ISO/PRF TR 5202 |
Buildings and civil engineering works — Building resilience strategies related to public health emergencies — Compilation of relevant information |
|
Under development |
2023-05 |
Edition : 1 |
Number of pages : 28 |
Technical Committee |
93.010
Civil engineering in general
;
13.020.20
Environmental economics. Sustainability
;
91.040.01
Buildings in general
|
| ISO 6707-1:1984 |
Building and civil engineering — General vocabulary |
|
Withdrawn |
1984-04 |
Edition : 1 |
Number of pages : 24 |
Technical Committee |
93.010
Civil engineering in general
;
01.040.91
Construction materials and building (Vocabularies)
;
01.040.93
Civil engineering (Vocabularies)
;
91.010.01
Construction industry in general
|
| ISO 6707-1:1989 |
Building and civil engineering — Vocabulary — Part 1: General terms |
Defines general terms, in English and French, applicable to building and civil engineering works. Comprises a) fundamental concepts which may be the starting point for other, more specific, definitions; b) more specific concepts used in several areas in building and that may be used commonly in standards, regulations and contracts.
|
Withdrawn |
1989-08 |
Edition : 2 |
Number of pages : 33 |
Technical Committee |
93.010
Civil engineering in general
;
01.040.91
Construction materials and building (Vocabularies)
;
01.040.93
Civil engineering (Vocabularies)
;
91.010.01
Construction industry in general
|
| ISO 6707-1:2004 |
Building and civil engineering — Vocabulary — Part 1: General terms |
ISO 6707-1:2004 defines general terms to establish a vocabulary applicable to building and civil engineering. It comprises fundamental concepts, which may be the starting point for other, more specific, definitions, as well as more specific concepts used in several areas of construction and frequently used in standards, regulations and contracts.
|
Withdrawn |
2004-06 |
Edition : 3 |
Number of pages : 110 |
Technical Committee |
93.010
Civil engineering in general
;
01.040.91
Construction materials and building (Vocabularies)
;
01.040.93
Civil engineering (Vocabularies)
;
91.010.01
Construction industry in general
|
| ISO 6707-1:2014 |
Buildings and civil engineering works — Vocabulary — Part 1: General terms |
ISO 6707-1:2014 contains the terms and definitions of general concepts to establish a vocabulary applicable to buildings and civil engineering works.
It comprises: fundamental concepts, which can be the starting point for other, more specific, definitions; and more specific concepts, used in several areas of construction and frequently used in standards, regulations, and contracts.
|
Withdrawn |
2014-03 |
Edition : 4 |
Number of pages : 101 |
Technical Committee |
93.010
Civil engineering in general
;
01.040.91
Construction materials and building (Vocabularies)
;
01.040.93
Civil engineering (Vocabularies)
;
91.010.01
Construction industry in general
|
| ISO 6707-1:2017 |
Buildings and civil engineering works — Vocabulary — Part 1: General terms |
ISO 6707-1:2017 contains the terms and definitions of general concepts to establish a vocabulary applicable to buildings and civil engineering works.
It comprises:
a) fundamental concepts, which can be the starting point for other, more specific, definitions;
b) more specific concepts, used in several areas of construction and frequently used in standards, regulations and contracts.
|
Withdrawn |
2017-11 |
Edition : 5 |
Number of pages : 128 |
Technical Committee |
93.010
Civil engineering in general
;
01.040.91
Construction materials and building (Vocabularies)
;
01.040.93
Civil engineering (Vocabularies)
;
91.010.01
Construction industry in general
|
| ISO 4157-1:1998 |
Construction drawings — Designation systems — Part 1: Buildings and parts of buildings |
This part of ISO 4157 specifies requirements for designation systems and a designation code for buildings, including spaces, building elements and components.
|
Published |
1998-12 |
Edition : 2 |
Number of pages : 6 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 6707-4:2021 |
Buildings and civil engineering works — Vocabulary — Part 4: Facility management terms |
This document provides terms and definitions for facility management in relation to buildings and civil engineering works. These terms and definitions reflect standardized terminology relevant to construction works needed by those having a responsibility for facility management.
|
Published |
2021-05 |
Edition : 1 |
Number of pages : 25 |
Technical Committee |
93.010
Civil engineering in general
;
01.040.91
Construction materials and building (Vocabularies)
;
01.040.93
Civil engineering (Vocabularies)
;
03.080.10
Maintenance services. Facilities management
;
91.010.01
Construction industry in general
|
| ISO 19650-1:2018 |
Organization and digitization of information about buildings and civil engineering works, including building information modelling (BIM) — Information management using building information modelling — Part 1: Concepts and principles |
This document outlines the concepts and principles for information management at a stage of maturity described as "building information modelling (BIM) according to the ISO 19650 series".
This document provides recommendations for a framework to manage information including exchanging, recording, versioning and organizing for all actors.
This document is applicable to the whole life cycle of any built asset, including strategic planning, initial design, engineering, development, documentation and construction, day-to-day operation, maintenance, refurbishment, repair and end-of-life.
This document can be adapted to assets or projects of any scale and complexity, so as not to hamper the flexibility and versatility that characterize the large range of potential procurement strategies and so as to address the cost of implementing this document.
|
Published |
2018-12 |
Edition : 1 |
Number of pages : 34 |
Technical Committee |
93.010
Civil engineering in general
;
35.240.67
IT applications in building and construction industry
;
91.010.01
Construction industry in general
|
| ISO 19650-2:2018 |
Organization and digitization of information about buildings and civil engineering works, including building information modelling (BIM) — Information management using building information modelling — Part 2: Delivery phase of the assets |
This document specifies requirements for information management, in the form of a management process, within the context of the delivery phase of assets and the exchanges of information within it, using building information modelling.
This document can be applied to all types of assets and by all types and sizes of organizations, regardless of the chosen procurement strategy.
|
Published |
2018-12 |
Edition : 1 |
Number of pages : 26 |
Technical Committee |
93.010
Civil engineering in general
;
35.240.67
IT applications in building and construction industry
;
91.010.01
Construction industry in general
|
| ISO 19650-3:2020 |
Organization and digitization of information about buildings and civil engineering works, including building information modelling (BIM) — Information management using building information modelling — Part 3: Operational phase of the assets |
This document specifies requirements for information management, in the form of a management process, within the context of the operational phase of assets and the exchanges of information within it, using building information modelling.
This document can be applied to all types of assets and by organizations of all types and sizes involved in the operational phase of assets.
The requirements in this document can be achieved through direct actions carried out by the organization in question or can be delegated to another party.
|
Published |
2020-07 |
Edition : 1 |
Number of pages : 30 |
Technical Committee |
93.010
Civil engineering in general
;
35.240.67
IT applications in building and construction industry
;
91.010.01
Construction industry in general
|
| ISO 19650-4:2022 |
Organization and digitization of information about buildings and civil engineering works, including building information modelling (BIM) — Information management using building information modelling — Part 4: Information exchange |
This document specifies the detailed process and criteria for decision makings when executing an information exchange as specified by the ISO 19650 series to ensure the quality of the resulting project information model or asset information model. It details the implementation of the concepts in ISO 19650-1 and is applicable to any information exchange within the delivery stages covered by ISO 19650-2 and operational trigger events covered by ISO 19650-3.
This document is applicable to assets of all sizes and all levels of complexity. This includes portfolios of buildings, campuses, infrastructure networks, individual buildings and pieces of infrastructure. The requirements in this document should be applied in a way that is appropriate to the scale and complexity of the asset. This document makes use of the phrase “shall consider”. This phrase is used to introduce a list of items that the person in question is required to think about carefully in connection with the primary requirement described in the subclause. The amount of thought involved, the time taken to complete it, and the need for supporting evidence depend on the complexity of the asset, the experience of the person(s) involved, and the requirements of any national policy on introducing building information modelling. On a relatively small or straightforward asset, it can be possible to complete, or dismiss as not relevant, some of these “shall consider” items very quickly. One way to help identify which of the “shall consider” statements are relevant can be to review each statement and create templates for assets of different sizes and complexity.
|
Published |
2022-08 |
Edition : 1 |
Number of pages : 12 |
Technical Committee |
93.010
Civil engineering in general
;
35.240.67
IT applications in building and construction industry
;
91.010.01
Construction industry in general
|
| ISO 4069:1977 |
Building and civil engineering drawings — Representation of areas on sections and views — General principles |
Refers to ISO 128, Technical drawings - principles of presentation. Establishes general rules and methods represented by 11 figures. It does not include indications for specific materials.
|
Withdrawn |
1977-12 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 19650-5:2020 |
Organization and digitization of information about buildings and civil engineering works, including building information modelling (BIM) — Information management using building information modelling — Part 5: Security-minded approach to information management |
This document specifies the principles and requirements for security-minded information management at a stage of maturity described as "building information modelling (BIM) according to the ISO 19650 series", and as defined in ISO 19650-1, as well as the security-minded management of sensitive information that is obtained, created, processed and stored as part of, or in relation to, any other initiative, project, asset, product or service.
It addresses the steps required to create and cultivate an appropriate and proportionate security mindset and culture across organizations with access to sensitive information, including the need to monitor and audit compliance.
The approach outlined is applicable throughout the lifecycle of an initiative, project, asset, product or service, whether planned or existing, where sensitive information is obtained, created, processed and/or stored.
This document is intended for use by any organization involved in the use of information management and technologies in the creation, design, construction, manufacture, operation, management, modification, improvement, demolition and/or recycling of assets or products, as well as the provision of services, within the built environment. It will also be of interest and relevance to those organizations wishing to protect their commercial information, personal information and intellectual property.
|
Published |
2020-06 |
Edition : 1 |
Number of pages : 28 |
Technical Committee |
93.010
Civil engineering in general
;
35.240.67
IT applications in building and construction industry
;
91.010.01
Construction industry in general
|
| ISO/CD 19650-6 |
Organization and digitization of information about buildings and civil engineering works, including building information modelling (BIM) — Information management using building information modelling — Part 6: Health and Safety |
|
Under development |
|
Edition : 1 |
|
Technical Committee |
93.010
Civil engineering in general
;
35.240.67
IT applications in building and construction industry
;
91.010.01
Construction industry in general
|
| ISO 21931-2:2019 |
Sustainability in buildings and civil engineering works — Framework for methods of assessment of the environmental, social and economic performance of construction works as a basis for sustainability assessment — Part 2: Civil engineering works |
This document provides a general framework for improving the quality and comparability of methods for assessing the contribution of civil engineering works and their related external works to sustainable development based on a life cycle approach.
This document aims to bridge the gap between regional and national methods for the assessment of the sustainability performance of civil engineering works by providing a common framework for their expression.
This document identifies and describes issues to be taken into account in the development and use of methods for the assessment of the sustainability performance for all types of civil engineering works, both new and existing, and it is relevant for the assessment of the environmental, social and economic performance of both new and existing civil engineering works over their entire life cycle.
The object of assessment in this document is the civil engineering works itself and its area of influence.
NOTE 1 For example, the assessment includes any local civil engineering works beyond the immediate area of the civil engineering works; the transportation of the users of the civil engineering works; and the use and exploitation of the civil engineering works itself.
Assessments can be undertaken either for the whole civil engineering works, for a part of the civil engineering works, or for a combination of several civil engineering works.
This document excludes environmental, social and economic risk assessment, but the results of a risk assessment can be taken into consideration.
This document is intended to be used in conjunction with, and following the principles set out in, ISO 15392 and the ISO 14000 family of International Standards.
The evaluation of technical and functional performance of the civil engineering works is outside the scope of this document, but the technical and functional characteristics are considered within this framework by reference to the functional equivalent. The functional equivalent takes into account the technical and functional requirements and forms the basis for comparisons of the results of the assessment.
Assessment methods that consider only one or two of the three dimensions of sustainability are outside the scope of this document.
This document does not set benchmarks or levels of performance relative to environmental, social and economic aspects and impacts.
NOTE 2 Valuation methods, levels, classes or benchmarks can be prescribed in the requirements for environmental, social and economic performance in the client's brief, construction regulations, national standards, national codes of practice, civil engineering works assessment and certification schemes, etc.
The rules for methods of assessment to consider in the assessment of environmental, social and economic aspects of operation practices are included within this framework, and the consequences of decisions or actions that influence the environmental, social and economic performance of the object of assessment are identified so that they can be taken into account.
|
Published |
2019-05 |
Edition : 1 |
Number of pages : 25 |
Technical Committee |
93.010
Civil engineering in general
;
91.040.01
Buildings in general
|
| ISO/TR 22845:2020 |
Resilience of buildings and civil engineering works |
This document provides an index of typical existing information on concept, disaster risk and countermeasure for resilience of buildings and civil engineering works.
|
Published |
2020-08 |
Edition : 1 |
Number of pages : 27 |
Technical Committee |
93.010
Civil engineering in general
;
91.010.01
Construction industry in general
|
| ISO 23234:2021 |
Buildings and civil engineering works — Security — Planning of security measures in the built environment |
This document provides requirements and recommendations for effective planning and design of security measures in the built environment.
The purpose of the document is to achieve optimal protection of assets against all kinds of malicious acts, while ensuring functional, financial, and aesthetic aspects.
The document describes which methods and routines need to be implemented in various stages of a building or civil engineering works project, as well as the competencies needed to achieve a good result.
This document is applicable to new builds, refurbishments and development projects by government and private entities, for various environments, buildings and infrastructure.
|
Published |
2021-02 |
Edition : 1 |
Number of pages : 24 |
Technical Committee |
93.010
Civil engineering in general
;
91.040.01
Buildings in general
|
| ISO 128-23:1999 |
Technical drawings — General principles of presentation — Part 23: Lines on construction drawings |
This part of ISO 128 specifies types of lines and their application in construction documentation comprising
architectural drawings, structural engineering drawings, building service engineering drawings, civil engineering
drawings, landscape drawings and town planning drawings.
|
Withdrawn |
1999-07 |
Edition : 1 |
Number of pages : 12 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 128-33:2018 |
Technical product documentation (TPD) — General principles of presentation — Part 33: Representation of views, sections and cuts in construction drawings |
ISO 128-33:2018 lays down general rules for marking, designation, placing and orientation of views, sections and cuts, and the position of text in relation to figures on construction drawings.
For all general rules, reference is made to the relevant parts of the ISO 128 series. As regards relative positions of views, the method using reference arrows according to ISO 128‑30 is used.
|
Withdrawn |
2018-02 |
Edition : 1 |
Number of pages : 8 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 2594:1972 |
Building drawings — Projection methods |
Two methods are defined and the symbols specified as shown in the figures. The direct orthogonal projection is symbolized by two parallel arrows running vertically to a dash-and-dot line, and the mirror-inverted orthogonal projection by two parallel double arrows running vertically to a dash-and-dot line.
|
Withdrawn |
1972-09 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 2595:1973 |
Building drawings — Dimensioning of production drawings — Representation of manufacturing and work sizes |
|
Withdrawn |
1973-12 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 3766:1977 |
Building and civil engineering drawings — Symbols for concrete reinforcement |
|
Withdrawn |
1977-02 |
Edition : 1 |
Number of pages : 5 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 3766:1995 |
Construction drawings — Simplified representation of concrete reinforcement |
|
Withdrawn |
1995-02 |
Edition : 2 |
Number of pages : 7 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 3766:2003 |
Construction drawings — Simplified representation of concrete reinforcement |
ISO 3766:2003 specifies the simplified representation and the characterization of reinforcement in reinforced and in prestressed concrete for use in construction drawings. It also establishes a system for the scheduling of reinforced bars, comprising a method for specifying dimensions, a coding system for bar shapes, a schedule of preferred shapes and shape and bending schedules.
|
Published |
2003-12 |
Edition : 3 |
Number of pages : 22 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 4066:1977 |
Building and civil engineering drawings — Bar scheduling |
|
Withdrawn |
1977-12 |
Edition : 1 |
Number of pages : 7 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 4066:1994 |
Construction drawings — Bar scheduling |
Establishes a system for the scheduling of reinforcing bars, and comprises the method of indicating dimensions; a coding system for bar shapes; a list of preferred shapes; the bar schedule. Applies to all types of steel bar for the reinforcement of concrete. Does not apply to steel fabric and prestressing steel reinforcement.
|
Withdrawn |
1994-08 |
Edition : 2 |
Number of pages : 7 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 4067-1:1984 |
Technical drawings — Installations — Part 1: Graphical symbols for plumbing, heating, ventilation and ducting |
Establishes basic symbols for drainage and water supply, space heating and cooling, and ducted air handling systems. They may be combined with designations specified in a description ora system of more detailed symbols based on these basic symbols. This part of ISO 4067 will be modified as soon as results are available from the work concerning the coordination of symbols for use in drawings in all technical areas.
|
Withdrawn |
1984-09 |
Edition : 1 |
Number of pages : 9 |
Technical Committee |
01.080.30
Graphical symbols for use on mechanical engineering and construction drawings, diagrams, plans, maps and in relevant technical product documentation
;
01.100.30
Construction drawings
|
| ISO 4067-2:1980 |
Building and civil engineering drawings — Installations — Part 2: Simplified representation of sanitary appliances |
The representations are primarily intended for use on plans and diagrams at a scale 1 : 50. For smaller scale drawings more simplified and for larger scale drawings more detailed representations may be used. For diagrams the representation in column "Elevation" will normally be apparopriate. For making the drawing clearer the views may be combined with symbols and/or abbreviated component references, which are explained in the drawing or elsewhere.
|
Withdrawn |
1980-10 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
01.080.30
Graphical symbols for use on mechanical engineering and construction drawings, diagrams, plans, maps and in relevant technical product documentation
;
01.100.30
Construction drawings
|
| ISO 4067-6:1985 |
Technical drawings — Installations — Part 6: Graphical symbols for supply water and drainage systems in the ground |
Establishes basic symbols for conduits, pipes and ditches including fabricated parts and equipment. Symbols are shown and used primaily in plans, but they can in applicable cases also be used in sections, cuts and elevations. This part of ISO 4067 will be modified as soon as results are available from the work concerning the coordination of symbols for use in drawings in all technical areas.
|
Withdrawn |
1985-05 |
Edition : 1 |
Number of pages : 5 |
Technical Committee |
01.080.30
Graphical symbols for use on mechanical engineering and construction drawings, diagrams, plans, maps and in relevant technical product documentation
;
01.100.30
Construction drawings
|
| ISO 4068:1978 |
Building and civil engineering drawings — Reference lines |
|
Withdrawn |
1978-07 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 4157-1:1980 |
Building drawings — Part 1: Designation of buildings and parts of buildings |
|
Withdrawn |
1980-03 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 4157-3:1998 |
Construction drawings — Designation systems — Part 3: Room identifiers |
This part of ISO 4157 establishes requirements for designation systems for rooms, areas, spaces, and voids in
buildings by room identifiers. It introduces a new designation concept intended for identification of rooms in a project
throughout its life cycle, i.e. the conception, programming, planning, erection, maintenance, remodelling and
demolition phases.
|
Published |
1998-12 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 4172:1981 |
Building and civil engineering drawings — Drawings for the assembly of prefabricated structures |
|
Withdrawn |
1981-04 |
Edition : 1 |
Number of pages : 8 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 4172:1991 |
Technical drawings — Construction drawings — Drawings for the assembly of prefabricated structures |
This second edition cancels and replaces the first edition (ISO 4172 :1981), clause 2 and subclause 4.3 of which have been technically revised. Specifies general rules for the preparation of working drawings intended for the field assembly of prefabricated structures for building and civil engineering works. Gives normative references, definitions, documentation, designation of prefabricated structural components.
|
Published |
1991-03 |
Edition : 2 |
Number of pages : 11 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO/DIS 4172 |
Technical product documentation (TPD) — Construction documentation — Drawings for the assembly of prefabricated structures |
This second edition cancels and replaces the first edition (ISO 4172 :1981), clause 2 and subclause 4.3 of which have been technically revised. Specifies general rules for the preparation of working drawings intended for the field assembly of prefabricated structures for building and civil engineering works. Gives normative references, definitions, documentation, designation of prefabricated structural components.
|
Under development |
|
Edition : 3 |
Number of pages : 17 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 5261:1981 |
Technical drawings for structural metal work |
|
Withdrawn |
1981-08 |
Edition : 1 |
Number of pages : 10 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 6284:1985 |
Tolerances for building — Indication of tolerances on building and construction drawings |
|
Withdrawn |
1985-08 |
Edition : 1 |
Number of pages : 5 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 6284:1996 |
Construction drawings — Indication of limit deviations |
Specifies methods for the indication of limit deviations on construction drawings.
|
Published |
1996-12 |
Edition : 2 |
Number of pages : 3 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO/FDIS 6284 |
Technical product documentation — Construction documentation — Indication of limit deviations |
|
Under development |
|
Edition : 3 |
Number of pages : 11 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO/TR 7084:1981 |
Technical drawings — Coding and referencing systems for building and civil engineering drawings and associated documents |
|
Withdrawn |
1981-07 |
Edition : 1 |
Number of pages : 11 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 7437:1990 |
Technical drawings — Construction drawings — General rules for execution of production drawings for prefabricated structural components |
|
Published |
1990-09 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 7518:1983 |
Technical drawings — Construction drawings — Simplified representation of demolition and rebuilding |
Specifies rules for symbols and markings in general arrangement drawings and assembly drawings. In general the applications shown concern plans. Views and sections can be shown similarly. Outlines, dimensions and information in texts and the representation of building construction and parts of buildings are listed in form of tables.
|
Published |
1983-11 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 7519:1991 |
Technical drawings — Construction drawings — General principles of presentation for general arrangement and assembly drawings |
Establishes general requirements, thicknesses of lines, and the simplified representation of doors and windows. Describes the conventional representation, and gives arrow symbols. Annex A is for information only.
|
Published |
1991-11 |
Edition : 1 |
Number of pages : 8 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO/DIS 7519 |
Technical product documentation (TPD) — Construction documentation — General principles of presentation for general arrangement and assembly drawings |
Establishes general requirements, thicknesses of lines, and the simplified representation of doors and windows. Describes the conventional representation, and gives arrow symbols. Annex A is for information only.
|
Under development |
|
Edition : 2 |
Number of pages : 25 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 8048:1984 |
Technical drawings — Construction drawings — Representation of views, sections and cuts |
General rules are layed down for marking, designation, placing and orientation and the position of text in relation to figures. For all general rules reference is made to ISO 128. As regards relative positions of views, the method using reference arrows according to ISO 128 is applied.
|
Withdrawn |
1984-12 |
Edition : 1 |
Number of pages : 5 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO/TR 8545:1984 |
Technical drawings — Installations — Graphical symbols for automatic control |
The majority of symbols are shown in conjunction with their corresponding functional connection lines. The size of the symbols shall be related to the scale of the drawing. If a more detailed representation is required, symbols can be combined with designations indicated on the drawing or in a separate schedule. For representation on flow sheets for more advanced process systems, ISO 3511/1 is recommended.
|
Withdrawn |
1984-05 |
Edition : 1 |
Number of pages : 6 |
Technical Committee |
01.080.30
Graphical symbols for use on mechanical engineering and construction drawings, diagrams, plans, maps and in relevant technical product documentation
;
01.100.30
Construction drawings
|
| ISO 8560:1986 |
Technical drawings — Construction drawings — Representation of modular sizes, lines and grids |
In the rules laid down the basic module M is 100 mm (see ISO 1006).Planning and design work is made easier by modular sizes. Multimodular grids may be added, to a limited extent, in construction drawings for manufacturing and construction, for orientation and location.
|
Withdrawn |
1986-05 |
Edition : 1 |
Number of pages : 5 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 8560:2019 |
Technical drawings — Construction drawings — Representation of modular sizes, lines and grids |
This document lays down rules for the representation of modular sizes, lines and grids on construction drawings. The basic module M is 100 mm (see ISO 1006).
Generally, modular sizes are for use on design drawings, but can also be added to production drawings for manufacturing, orientation and location.
|
Published |
2019-04 |
Edition : 2 |
Number of pages : 7 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 9431:1990 |
Construction drawings — Spaces for drawing and for text, and title blocks on drawing sheets |
Specifies requirements concerning the placing, layout and contents of spaces for drawing and for text, and title blocks on construction drawings. Nine figures illustrate details.
|
Published |
1990-12 |
Edition : 1 |
Number of pages : 5 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO/TR 10127:1990 |
Computer-Aided Design (CAD) Technique — Use of computers for the preparation of construction drawings |
The major differences between the manual drawing practice and the CAD technique are identified, and an attempt is made to rationalize the use of the CAD technique in the construction industry. The layout of a drawing system using this technique is outlined in figure 1. Limitations of the manual and automated computer-aided systems are indicated as well as their similarities, differences and correlation. A glossary of terms is included.
|
Withdrawn |
1990-03 |
Edition : 1 |
Number of pages : 5 |
Technical Committee |
01.100.30
Construction drawings
;
35.240.10
Computer-aided design (CAD)
|
| ISO 10209-4:1999 |
Technical product documentation — Vocabulary — Part 4: Terms relating to construction documentation |
|
Withdrawn |
1999-08 |
Edition : 1 |
Number of pages : 19 |
Technical Committee |
01.110
Technical product documentation
;
01.040.01
Generalities. Terminology. Standardization. Documentation (Vocabularies)
;
01.100.30
Construction drawings
|
| ISO 11091:1994 |
Construction drawings — Landscape drawing practice |
Establishes general rules and specifies graphical symbols and simplified representations for landscape drawing practice. The graphical symbols and simplified representations are jointly referred to as conventions. The conventions given in International Standards which are applicable to landscape drawings are presented in annex A.
|
Published |
1994-12 |
Edition : 1 |
Number of pages : 12 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO/TR 16310:2014 |
Symbol libraries for construction and facilities management |
ISO/TR 16310:2014 intends to specify the requirements and needs for supplying and managing standardized symbolic descriptions of objects that need to be specified in the construction process. Within this context, the term "symbol" is interpreted to cover pure symbolic presentation as well as simplified representation of geometrical shapes of objects.
|
Published |
2014-12 |
Edition : 1 |
Number of pages : 14 |
Technical Committee |
01.100.30
Construction drawings
|
| ISO 14688-2:2004/Amd 1:2013 |
Geotechnical investigation and testing — Identification and classification of soil — Part 2: Principles for a classification — Amendment 1 |
|
Withdrawn |
2013-09 |
Edition : 1 |
Number of pages : 1 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 10131-1:1997 |
Foldaway beds — Safety requirements and tests — Part 1: Safety requirements |
|
Published |
1997-08 |
Edition : 1 |
Number of pages : 6 |
Technical Committee |
97.140
Furniture
|
| ISO/DIS 22014 |
Library objects for architecture, engineering, construction, and use |
Recommendations for defining format and content for construction library objects to support project briefing, design, tendering, construction, and management of built assets. It is intended for all professionals and service providers using generic and product specific data, supporting then development of information throughout the process. To develop an International Standard giving principles and definitions for the symbolic and simplified visual presentation of objects in connection with Building Information Modelling (BIM), and their organization into libraries.
|
Under development |
|
Edition : 1 |
Number of pages : 38 |
Technical Committee |
01.100.30
Construction drawings
;
35.240.67
IT applications in building and construction industry
;
91.010.01
Construction industry in general
|
| ISO/TR 12930:2014 |
Seismic design examples based on ISO 23469 |
ISO/TR 12930:2014 provides seismic design examples for geotechnical works based on ISO 23469:2005 in order to demonstrate how to use this ISO standard. The design examples are intended to provide guidance to experienced practicing engineers and code writers. Geotechnical works include buried structures (e.g. buried tunnels, box culverts, pipelines, and underground storage facilities), foundations (e.g. shallow and deep foundations, and underground diaphragm walls), retaining walls (e.g. soil retaining and quay walls), pile-supported wharves and piers, earth structures (e.g. earth and rock fill dams and embankments), gravity dams, tanks, landfill and waste sites.
|
Published |
2014-04 |
Edition : 1 |
Number of pages : 215 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
91.080.01
Structures of buildings in general
|
| ISO 13793:2001 |
Thermal performance of buildings - Thermal design of foundations to avoid frost heave |
|
Published |
2001-03 |
Edition : 1 |
Number of pages : 42 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
91.120.10
Thermal insulation of buildings
|
| ISO 14688-1:2002 |
Geotechnical investigation and testing — Identification and classification of soil — Part 1: Identification and description |
ISO 14688-1, together with ISO 14688-2, establishes the basic principles for the identification and classification of soils on the basis of those material and mass characteristics most commonly used for soils for engineering purposes. The relevant characteristics may vary and therefore, for particular projects or materials, more detailed subdivisions of the descriptive and classification terms may be appropriate.
The general identification and description of soils is based on a flexible system for immediate (field) use by experienced persons, covering both material and mass characteristics by visual and manual techniques.
Details are given of the individual characteristics for identifying soils and the descriptive terms in regular use, including those related to the results of tests from the field.
ISO 14688-1 is applicable to natural soils in situ, similar man-made materials in situ and soils redeposited by man. The Identification and description of rocks is covered by ISO 14689.
The identification and classification of soil for pedological purposes, as well as in the framework of measurements for soil protection and for remediation of contaminated areas, is covered by ISO 11259.
|
Withdrawn |
2002-08 |
Edition : 1 |
Number of pages : 12 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 14688-1:2002/Amd 1:2013 |
Geotechnical investigation and testing — Identification and classification of soil — Part 1: Identification and description — Amendment 1 |
|
Withdrawn |
2013-09 |
Edition : 1 |
Number of pages : 1 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 14688-1:2017 |
Geotechnical investigation and testing — Identification and classification of soil — Part 1: Identification and description |
ISO 14688-1:2017 specifies the rules for the identification and description of soils and is intended to be read in conjunction with ISO 14688‑2, which outlines the basis of classification of those material characteristics most commonly used for soils for engineering purposes. The relevant characteristics could vary and therefore, for particular projects or materials, more detailed subdivisions of the descriptive and classification terms could be appropriate.
ISO 14688-1:2017 specifies procedures for the identification and description of soils based on a flexible system for use by experienced persons, covering both material and mass characteristics by visual and manual techniques. Details are given of the individual characteristics for identifying soils and the descriptive terms in regular use, including those related to the results of hand tests carried out in the field as part of the descriptive process.
ISO 14688-1:2017 is applicable to the description of soils for engineering purposes which can be those laid by natural processes, those laid by man or comprise synthetic materials.
NOTE 1 The identification and description of rocks are covered by ISO 14689-1. Identification and description of materials intermediate between soil and rocks are carried out using the procedures in this document, ISO 14688‑2 and ISO 14689-1 as appropriate.
NOTE 2 The identification and classification of soil for pedological purposes, as well as in the framework of measurements for soil protection and for remediation of contaminated areas, is covered by ISO 25177.
|
Published |
2017-12 |
Edition : 2 |
Number of pages : 23 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 14688-2:2004 |
Geotechnical investigation and testing — Identification and classification of soil — Part 2: Principles for a classification |
ISO 14688-2:2004, together with ISO 14688-1, establishes the basic principles for the identification and classification of soils on the basis of those material and mass characteristics most commonly used for soils for engineering purposes. The relevant characteristics may vary and therefore, for particular projects or materials, more detailed subdivisions of the descriptive and classification terms may be appropriate.
The classification principles established in ISO 14688-2:2004 permits soils to be grouped into classes of similar composition and geotechnical properties, and with respect to their suitability for geotechnical engineering purposes.
ISO 14688-2:2004 is applicable to natural soil and similar man-made material in situ and redeposited, but it is not a classification of soil by itself.
|
Withdrawn |
2004-07 |
Edition : 1 |
Number of pages : 13 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 14688-2:2017 |
Geotechnical investigation and testing — Identification and classification of soil — Part 2: Principles for a classification |
ISO 14688-2:2017 specifies the basic principles for classification of those material characteristics most commonly used for soils for engineering purposes. It is intended to be read in conjunction with ISO 14688‑1, which gives rules for the identification and description of soils. The relevant characteristics could vary and therefore, for particular projects or materials, more detailed subdivisions of the descriptive and classification terms could be appropriate. Due to differences in local geological conditions, practices to enhance relevant classification criteria are used.
The classification principles established in this document allow soils to be classified into groups of similar composition and geotechnical properties, based on the results of field and laboratory tests with respect to their suitability for geotechnical engineering purposes.
ISO 14688-2:2017 is applicable to natural soil in situ, natural soil reworked artificially and synthetic materials. A more detailed classification specific to use in earthworks is given in EN 16907‑2.
NOTE 1 Identification and description of rocks are covered by ISO 14689. Identification and description of materials intermediate between soil and rock are carried out using the procedures in ISO 14688‑1, this document and ISO 14689, as appropriate.
NOTE 2 The identification and classification of soil for pedological purposes, as well as in the framework of measurements for soil protection and for remediation of contaminated areas, is covered by ISO 25177.
|
Published |
2017-12 |
Edition : 2 |
Number of pages : 11 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 14689-1:2003 |
Geotechnical investigation and testing — Identification and classification of rock — Part 1: Identification and description |
ISO 14689-1:2003 relates to the identification and description of rock material and mass on the basis of mineralogical composition, genetic aspects, structure, grain size, discontinuities and other parameters. It also provides rules for the description of other characteristics as well as for their designation.
ISO 14689-1:2003 applies to the description of rock for geotechnics and engineering geology in civil engineering. The description is carried out on cores and other samples of natural rock and on rock masses.
Rock mass classification systems using one or more descriptive parameters to suggest likely rock mass behaviour are not covered in ISO 14689-1:2003.
|
Withdrawn |
2003-12 |
Edition : 1 |
Number of pages : 16 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 14689:2017 |
Geotechnical investigation and testing — Identification, description and classification of rock |
ISO 14689:2017 specifies the rules for the identification and description of rock material and mass on the basis of mineralogical composition, genetic aspects, structure, grain size, discontinuities and other parameters. It also provides rules for the description of other characteristics as well as for their designation.
ISO 14689:2017 applies to the description of rock for geotechnics and engineering geology in civil engineering. The description is carried out on cores and other samples of rock and on exposures of rock masses.
Rock mass classification systems using one or more descriptive parameters to suggest likely rock mass behaviour are beyond the scope of this document (see Bibliography).
NOTE Identification and classification of soil for engineering purposes are covered in ISO 14688‑1 and ISO 14688‑2. Identification and description of materials intermediate between soil and rock are carried out using the procedures in ISO 14688‑1, ISO 14688‑2 and this document, as appropriate.
|
Published |
2017-12 |
Edition : 1 |
Number of pages : 21 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 17628:2015 |
Geotechnical investigation and testing — Geothermal testing — Determination of thermal conductivity of soil and rock using a borehole heat exchanger |
|
Published |
2015-07 |
Edition : 1 |
Number of pages : 28 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO 17892-1:2014 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 1: Determination of water content |
ISO 17892-1:2014 specifies a method of determining the water content of soils.
It is applicable to the laboratory determination of the water (also known as moisture) content of a soil test specimen by oven-drying within the scope of geotechnical investigations. The water content is required as a guide to the classification of natural soils and as a control criterion in re-compacted soils, and is measured on samples used for most field and laboratory tests. The oven-drying method is the definitive procedure used in usual laboratory practice.
The practical procedure for determining the water content of a soil is to determine the mass loss on drying the test specimen to a constant mass in a drying oven controlled at a given temperature. The mass loss is assumed to be due to free water and is referenced to the remaining dry mass of solid particles.
|
Published |
2014-12 |
Edition : 1 |
Number of pages : 10 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/TS 17892-1:2004 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 1: Determination of water content |
ISO/TS 17892-1:2004 specifies the laboratory determination of the water (moisture) content of a soil test specimen by oven-drying within the scope of the geotechnical investigations according to prEN 1997-1 and prEN 1997-2. The water content is required as a guide to classification of natural soils and as a control criterion in re-compacted soils and is measured on samples used for most field and laboratory tests. The oven-drying method is the definitive procedure used in usual laboratory practice.
The practical procedure for determining the water content of a soil is to determine the mass of water removed by drying the moist soil (test specimen) to a constant mass in a drying oven controlled at a given temperature, and to use this value as the mass of water in the test specimen related to the mass of solid particles. The mass of soil remaining after oven-drying is used as the mass of the solid particles.
|
Withdrawn |
2004-10 |
Edition : 1 |
Number of pages : 6 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO 17892-1:2014/Amd 1:2022 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 1: Determination of water content — Amendment 1 |
|
Published |
2022-05 |
Edition : 1 |
Number of pages : 1 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/TS 17892-1:2004/Cor 1:2006 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 1: Determination of water content — Technical Corrigendum 1 |
|
Withdrawn |
2006-01 |
Edition : 1 |
|
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO 17892-2:2014 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 2: Determination of bulk density |
ISO 17892-2:2014 specifies three methods for the determination of the bulk density of soils, comprising: a) linear measurement method; b) immersion in fluid method; c) fluid displacement method.
ISO 17892-2:2014 is applicable to the laboratory determination of the bulk density of soil within the scope of geotechnical investigations.
The linear measurement method is suitable for the determination of the bulk density of a specimen of soil of regular shape, including specimens prepared for other tests. The specimens used are either rectangular prisms or cylinders with circular cross sections.
The immersion in fluid method covers the determination of the bulk density of a specimen of natural or compacted soil by measuring its mass in air and its apparent mass when suspended in fluid. The method may be used when lumps of material of suitable size can be obtained.
The fluid displacement method covers the determination of the bulk density of a specimen of soil by measuring its mass in air and the mass of fluid displaced by immersion. The method may be used when lumps of material of suitable size can be obtained.
If the immersion in fluid method or fluid displacement method is used, and if the fluid is likely to penetrate into the specimen (eg water) the specimen should be coated before testing to prevent fluid penetration.
The bulk density of a soil is useful in the determination of the in situ overburden stress as a function of depth.
If required, the dry density of a specimen may be calculated from the bulk density and the water content, if known.
|
Published |
2014-12 |
Edition : 1 |
Number of pages : 14 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/TS 17892-2:2004 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 2: Determination of density of fine-grained soil |
ISO/TS 17892-2:2004 specifies methods of test for the determination of the bulk and dry density of intact soil or rock within the scope of the geotechnical investigations according to prEN 1997-1 and prEN 1997-2.
The bulk density of a soil is useful in the determination of the in-situ overburden stresses at various depth (geostatic stresses). Furthermore, bulk and dry density can qualitatively describe the mechanical characteristics of a soil via empirical relationships which are to be found in the technical literature. Such relationships should be used only as guidelines and should be supplemented by direct measurements of the mechanical characteristics.
This document describes three methods:
a) linear measurements method;
b) immersion in water method;
c) fluid displacement method.
The linear measurement method is suitable for the determination of the density of a specimen of cohesive soil of regular shape, including specimens prepared for other tests. The specimens used are normally in the form of either rectangular prisms or straight cylinders.
The immersion in water method covers the determination of the bulk density and dry density of a specimen of natural or compacted soil by measuring its mass in air and its apparent mass when suspended in water. The method is employable whenever lumps of material of suitable size can be obtained.
The fluid displacement method covers the determination of the bulk density and dry density of a specimen of soil by measuring mass and displacement of water or other appropriate fluid after immersion. The method is employable whenever lumps of material of suitable size can be obtained.
|
Withdrawn |
2004-10 |
Edition : 1 |
Number of pages : 11 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/TS 17892-2:2004/Cor 1:2006 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 2: Determination of density of fine-grained soil — Technical Corrigendum 1 |
|
Withdrawn |
2006-01 |
Edition : 1 |
|
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO 17892-3:2015 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 3: Determination of particle density |
ISO 17892-3:2015 specifies methods for the determination of the particle density of soils.
ISO 17892-3:2015 is applicable to the laboratory determination of the particle density of soil within the scope of geotechnical investigations, and describes two methods, a pycnometer method by fluid displacement and a pycnometer method by gas displacement.
The fluid pycnometer method described in this part of ISO 17892 applies to soil types with particle sizes under about 4 mm, or soils crushed to meet this requirement. Larger pycnometers are used for coarser materials. The particle size of soils suitable for testing in the gas pycnometer is limited by the dimensions of the specimen container of the particular gas pycnometer being used.
NOTE 1 ISO 17892-3:2015 fulfils the requirements of the determination of particle density of soils for geotechnical investigation and testing in accordance with EN 1997-1 and EN 1997-2.
NOTE 2 The presence of dissolved salts in the pore water can affect the results of these tests. Techniques for compensating for dissolved salts are available but are beyond the scope of this standard.
|
Published |
2015-12 |
Edition : 1 |
Number of pages : 12 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/TS 17892-3:2004 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 3: Determination of particle density — Pycnometer method |
ISO/TS 17892-3:2004 describes a test method for determining the particle density by the pycnometer method within the scope of the geotechnical investigations according to prEN 1997-1 and prEN 1997-2.
The pycnometer method is based on the determination of the volume of a known mass of soil by the fluid displacement method. The density of solid particles is calculated from the mass of the soil and the volume. The pycnometer method applies to soil types with particle sizes under 4 mm.
|
Withdrawn |
2004-10 |
Edition : 1 |
Number of pages : 7 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/TS 17892-3:2004/Cor 1:2006 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 3: Determination of particle density — Pycnometer method — Technical Corrigendum 1 |
|
Withdrawn |
2006-01 |
Edition : 1 |
|
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO 17892-4:2016 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 4: Determination of particle size distribution |
ISO 17892-4.2016 specifies a method of determining the particle size distribution of soils.
ISO 17892-4.2016 is applicable to the laboratory determination of the particle size distribution of a soil test specimen by sieving, or sedimentation, or a combination of both within the scope of geotechnical investigations.
The particle size distribution is one of the most important physical characteristics of soil. Classification of soils is mainly based on the particle size distribution. Many geotechnical and geohydrological properties of soil are related to the particle size distribution.
The particle size distribution provides a description of soil based on a subdivision in discrete classes of particle sizes. The size of each class can be determined by sieving and/or sedimentation. Coarse soils are usually tested by sieving, but fine and mixed soils are usually tested by a combination of sieving and sedimentation, depending on the composition of the soil.
The sieving method described is applicable to all non-cemented soils with particle sizes less than 125 mm. Two sedimentation methods are described: the hydrometer method and the pipette method.
NOTE ISO 17892-4.2016 fulfils the requirements of the particle size distribution testing in accordance with EN 1997-2.
|
Published |
2016-11 |
Edition : 1 |
Number of pages : 31 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/TS 17892-4:2004 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 4: Determination of particle size distribution |
ISO/TS 17892-4:2004 describes methods for the determination of the particle size distribution of soil samples.
The particle size distribution is one of the most important physical characteristics of soil. Classification of soils is mainly based on the particle size distribution. Many geotechnical and geohydrological properties of soil are related to the particle size distribution.
The particle size distribution provides a description of soil, based on a subdivision in discrete classes of particle sizes. The size of each class can be determined by sieving and/or sedimentation. For soils with less than 10 % fines, the sieving method is applicable. Soils with more than 10 % fines can be analysed by a combination of sieving and sedimentation.
Sieving is the process whereby the soil is separated in particle size classes by the use of test sieves.
Sedimentation is the process of the setting of soil particles in a liquid. The difference in settling rate enables the particle size classes to be separated. Two sedimentation methods are described; the hydrometer method and the pipette method.
The methods described are applicable to all non-cemented soils with particle sizes less than 125 mm.
Depending on the purpose for the determination of the particle size distribution, pretreatment or correction for calcium carbonate, dissolved salts and/or organic matter can be required. The use of these methods should be stated in the laboratory report.
Modern methods that incorporate detection systems using x-rays, laser beams, density measurements and particle counters are not covered by this document.
|
Withdrawn |
2004-10 |
Edition : 1 |
Number of pages : 26 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/TS 17892-4:2004/Cor 1:2006 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 4: Determination of particle size distribution — Technical Corrigendum 1 |
|
Withdrawn |
2006-01 |
Edition : 1 |
|
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO 17892-5:2017 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 5: Incremental loading oedometer test |
ISO 17892-5:2017 specifies methods for the determination of the compressibility characteristics of soils by incremental loading in an oedometer.
ISO 17892-5:2017 is applicable to the laboratory determination of the compression and deformation characteristics of soil within the scope of geotechnical investigations.
The oedometer test is carried out on a cylindrical test specimen that is confined laterally by a rigid ring. The specimen is subjected to discrete increments of vertical axial loading or unloading and is allowed to drain axially from the top and bottom surfaces. Tests may be carried out on undisturbed, remoulded, recompacted or reconstituted specimens.
The stress paths and drainage conditions in foundations are generally three dimensional and differences can occur in the calculated values of both the magnitude and the rate of settlement.
The small size of the specimen generally does not adequately represent the fabric features present in natural soils.
Analysis of consolidation tests is generally based on the assumption that the soil is saturated. In case of unsaturated soils, some of the derived parameters may not be appropriate
NOTE This document fulfils the requirements of the determination of the compressibility characteristics of soils in the oedometer for geotechnical investigation and testing in accordance with EN 1997?1 and EN 1997?2.
|
Published |
2017-02 |
Edition : 1 |
Number of pages : 26 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/TS 17892-11:2004 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 11: Determination of permeability by constant and falling head |
ISO/TS 17892-11:2004 is intended for use in earthworks and foundation engineering. It specifies laboratory test methods to establish the coefficient of permeability of water through water-saturated soils. In the proposed laboratory tests soil specimens are subjected to a flow of water passing through the specimen. The water pressure conditions and volume of water passing through the specimens are measured for evaluation of the permeability.
The results obtained serve to calculate groundwater flow and to assess the permeability of man-made impervious layers and filter layers.
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Withdrawn |
2004-10 |
Edition : 1 |
Number of pages : 16 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/TS 17892-5:2004 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 5: Incremental loading oedometer test |
ISO/TS 17892-5:2004 is intended for determination of the compression, swelling and consolidation properties of soils. The cylindrical test specimen is confined laterally, is subjected to discrete increments of vertical axial loading or unloading and is allowed to drain axially from the top and bottom surfaces.
The main parameters derived from the oedometer test relate to the compressibility and rate of primary consolidation of the soil. Estimates of preconsolidation pressure, rate of secondary compression, and swelling characteristics are sometimes also obtainable.
The main parameters which can be derived from the oedometer test carried out on undisturbed samples are:
1) compressibility parameters;
2) coefficient of consolidation;
3) apparent preconsolidation pressure or yield stress;
4) coefficient of secondary compression;
5) swelling parameters.
The fundamentals of the incremental loading oedometer test include: stress path corresponds to one-dimensional straining; drainage is one-dimensional and axial.
The stress paths and drainage conditions in foundations are generally three dimensional and differences can occur in the calculated values of both the magnitude and the rate of settlement.
The small size of the specimen generally does not adequately represent the fabric features present in natural soils.
Analysis of consolidation tests is generally based on the assumption that the soil is saturated. In case of unsaturated soils, some of the derived parameters may have no physical meaning.
|
Withdrawn |
2004-10 |
Edition : 1 |
Number of pages : 25 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/TS 17892-5:2004/Cor 1:2006 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 5: Incremental loading oedometer test — Technical Corrigendum 1 |
|
Withdrawn |
2006-01 |
Edition : 1 |
|
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO 17892-6:2017 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 6: Fall cone test |
ISO 17892-6:2017 specifies a method of undrained strength index testing of both undisturbed and remoulded specimens of fine grained soils by the fall cone method.
ISO 17892-6:2017 is applicable to the laboratory estimation of undrained shear strength of a soil test specimen within the scope of geotechnical investigations.
In the fall cone test, a cone is allowed to fall with its tip towards a soil specimen, and the resulting penetration of the cone into the soil is measured. The penetration values are used to estimate the undrained shear strength. The fall cone test produces a complex shear in the test specimen, and does not represent either a vertical triaxial compression or a horizontal shear test. However, this index test may be correlated to some estimate of undrained shear strength determined in the laboratory by other test methods.
As the test is performed on a small laboratory specimen, the result may not agree with laboratory tests on larger specimens. In addition, the test specimen may not be fully representative of the soil in its natural state in the field; for example, the test specimen may not have fissures present in situ at a larger spacing than the specimen size.
Therefore, for the above reasons, the test can be regarded as an estimation of undrained shear strength, rather than a true measurement of it.
The ratio of the remoulded shear strength to the undisturbed shear strength may be used to estimate the sensitivity of a soil specimen. Time-dependent measurement of the shear strength may be used to assess the thixotropic regain of strength of a remoulded soil specimen.
NOTE This document fulfils the requirements of the strength index testing of soils for geotechnical investigation and testing in accordance with EN 1997?1 and EN 1997?2.
|
Published |
2017-02 |
Edition : 1 |
Number of pages : 11 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/TS 17892-6:2004 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 6: Fall cone test |
ISO/TS 17892-6:2004 specifies the laboratory determination of undrained shear strength of both undisturbed and remoulded specimen of saturated fine grained cohesive soils by use of a fall-cone.
This document specifies the fall-cone test, in which a cone is allowed to fall with its tip towards a soil specimen, whereupon the penetration of the cone into the soil is measured. Tests performed according to this test yield penetration values which can be used to estimate the undrained shear strength.
The test is applicable to both undisturbed and remoulded soil test specimen.
For undisturbed soil test specimen, the results of the test are dependent on the quality of the specimen. Because of possible effects of anisotropy, it can also differ depending on what undrained shear strength the relation refers to.
The evaluated value of the undrained shear strength of the 'undisturbed' soil refers to its state during the test in the laboratory. This value is not necessarily indicative of the undrained shear strength of the soil in its natural state in the field. Therefore, the test should be regarded as an index test.
NOTE 1 For non-homogeneous soil samples, this method yields values of the undrained shear strength which are less representative for the bulk shear strength of the sample than other tests involving a larger volume of soil.
NOTE 2 For disturbed soil samples and fissured soil samples this method normally yields higher strength values than tests involving a larger volume of soil.
|
Withdrawn |
2004-10 |
Edition : 1 |
Number of pages : 8 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/TS 17892-6:2004/Cor 1:2006 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 6: Fall cone test — Technical Corrigendum 1 |
|
Withdrawn |
2006-01 |
Edition : 1 |
|
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO 17892-7:2017 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 7: Unconfined compression test |
ISO 17892-7:2017 specifies a method for the unconfined compression test.
ISO 17892-7:2017 is applicable to the determination of the unconfined compressive strength for a homogeneous specimen of undisturbed, re-compacted, remoulded or reconstituted soil under compression loading within the scope of geotechnical investigations.
This test method is useful to estimate the undrained shear strength of soil. It is noted that drainage is not prevented during this test. The estimated value for undrained shear strength is, therefore, only valid for soils of low permeability, which behave sufficiently undrained during the test.
NOTE This document fulfils the requirements of unconfined compression tests for geotechnical investigation and testing in accordance with EN 1997‑1 and EN 1997‑2.
|
Published |
2017-11 |
Edition : 1 |
Number of pages : 10 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/TS 17892-11:2004/Cor 1:2006 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 11: Determination of permeability by constant and falling head — Technical Corrigendum 1 |
|
Withdrawn |
2006-01 |
Edition : 1 |
|
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/TS 17892-7:2004 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 7: Unconfined compression test on fine-grained soils |
ISO/TS 17892-7:2004 covers the determination of an approximate value of the unconfined compressive strength for a square or cylindrical water-saturated homogeneous specimen of undisturbed or remoulded cohesive soil of sufficiently low permeability to keep itself undrained during the time it takes to perform the test within the scope of geotechnical investigations according to prEN 1997-1 and -2.
The unconfined compressive strength of cohesive soils is a measure of the apparent cohesion. A cohesive soil behaves as if it is truly cohesive, e.g. clay and clayey soils, but most soils in this group behave cohesively due to negative pore pressure and friction and not due to actual cohesion.
This test method is useful to derive the undrained shear strength of soil. It should however be noted that no provisions are taken to prevent drainage. The derived value for undrained shear strength is therefore only valid for soils of low permeability, which behave sufficiently undrained during testing.
The method is not appropriate for fissured or varved clays or silts or peats.
|
Withdrawn |
2004-10 |
Edition : 1 |
Number of pages : 8 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/TS 17892-7:2004/Cor 1:2006 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 7: Unconfined compression test on fine-grained soils — Technical Corrigendum 1 |
|
Withdrawn |
2006-01 |
Edition : 1 |
|
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO 17892-8:2018 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 8: Unconsolidated undrained triaxial test |
ISO 17892-8:2018 specifies a method for unconsolidated undrained triaxial compression tests.
ISO 17892-8:2018 is applicable to the laboratory determination of undrained triaxial shear strength under compression loading within the scope of geotechnical investigations.
The cylindrical specimen, which can comprise undisturbed, re-compacted, remoulded or reconstituted soil, is subjected to an isotropic stress under undrained conditions and thereafter is sheared under undrained conditions. The test allows the determination of shear strength and stress-strain relationships in terms of total stresses.
Non-standard procedures such as tests with the measurement of pore pressure or tests with filter drains are not covered in this document.
NOTE This document fulfils the requirements of unconsolidated undrained triaxial compression tests for geotechnical investigation and testing in accordance with EN 1997‑1 and EN 1997‑2.
|
Published |
2018-02 |
Edition : 1 |
Number of pages : 14 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/TS 17892-8:2004 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 8: Unconsolidated undrained triaxial test |
ISO/TS 17892-8:2004 specifies the test method for the determination of the compressive strength of a cylindrical, water-saturated specimen of undisturbed or remoulded cohesive soil when first subjected to an isotropic stress without allowing any drainage from the specimen, and thereafter sheared under undrained conditions within the scope of the geotechnical investigations according to prEN 1997-1 and -2.
NOTE "Water-saturated" refers to the in-situ condition. The material tested need not necessarily be saturated at all stages during the laboratory testing.
|
Withdrawn |
2004-10 |
Edition : 1 |
Number of pages : 9 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|