| Name |
Description |
Abstract |
Status |
Publication date |
Edition |
Number of pages |
Technical committee |
ICS |
| 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Withdrawn |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Withdrawn |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
|
| ISO/TS 17892-8:2004/Cor 1:2006 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 8: Unconsolidated undrained triaxial 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 17892-12:2018/Amd 2:2022 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 12: Determination of liquid and plastic limits — Amendment 2 |
|
Published |
2022-03 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO 17892-9:2018 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 9: Consolidated triaxial compression tests on water saturated soils |
ISO 17892-9:2018 specifies a method for consolidated triaxial compression tests on water-saturated soils.
ISO 17892-9:2018 is applicable to the laboratory determination of 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 or an anisotropic stress under drained conditions and thereafter is sheared under undrained or drained conditions. The test allows the determination of shear strength, stress-strain relationships and effective stress paths. All stresses and strains are denoted as positive numerical values in compression.
NOTE 1 This document provides a test for a single specimen. A set of at least three relatable tests are required to determine the shear strength parameters from these tests. Procedures for evaluating the results are included in Annex B and, where required, the shear strength parameters are to be included in the report.
Special procedures such as:
a) tests with lubricated ends;
b) multi-stage tests;
c) tests with zero lateral strain (K0) consolidation;
d) tests with local measurement of strain or local measurement of pore pressure;
e) tests without rubber membranes;
f) extension tests;
g) shearing where cell pressure varies,
are not fully covered in this procedure. However, these specific tests can refer to general procedures described in this document.
NOTE 2 This document fulfils the requirements of consolidated 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 : 25 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/TS 17892-9:2004 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 9: Consolidated triaxial compression tests on water-saturated soils |
ISO/TS 17892-9:2004 covers the determination of stress-strain relationships and effective stress paths for a cylindrical, water-saturated specimen of undisturbed, remoulded or reconstituted soil when subjected to an isotropic or an anisotropic stress under undrained or drained conditions and thereafter sheared under undrained or drained conditions within the scope of the geotechnical investigations according to prEN 1997-1 and -2. The test methods provide data that are appropriate to present tables and plots of stress versus strain, and effective stress paths.
Special procedures such as:
a) Tests with lubricated ends;
b) tests with local measurement of strain or local measurement of pore pressure;
c) tests without rubber membranes;
d) extension tests;
e) shearing where cell pressure varies;
f) shearing at constant volume (no pore pressure change)
are not covered.
The conventional triaxial apparatus is not well suited for measurement of the initial moduli at very small strains. However, strains halfway up to failure are considered to be large enough to be measured in conventional triaxial cells.
|
Withdrawn |
2004-10 |
Edition : 1 |
Number of pages : 20 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/TS 17892-9:2004/Cor 1:2006 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 9: Consolidated triaxial compression tests on water-saturated 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 17892-10:2018 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 10: Direct shear tests |
This document specifies two laboratory test methods for the determination of the effective shear strength of soils under consolidated drained conditions using either a shearbox or a ring shear device.
This document is applicable to the laboratory determination of effective shear strength parameters for soils in direct shear within the scope of geotechnical investigations.
The tests included in this document are for undisturbed, remoulded, re-compacted or reconstituted soils. The procedure describes the requirements of a determination of the shear resistance of a specimen under a single vertical (normal) stress. Generally three or more similar specimens from one soil are prepared for shearing under three or more different vertical pressures to allow the shear strength parameters to be determined in accordance with Annex B.
Special procedures for preparation and testing the specimen, such as staged loading and pre-shearing or for interface tests between soils and other materials, are not covered in the procedure of this document.
NOTE This document fulfils the requirements of the determination of the drained shear strength of soils in direct shear for geotechnical investigation and testing in accordance with EN 1997-1 and EN 1997-2.
|
Published |
2018-11 |
Edition : 1 |
Number of pages : 23 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/TS 17892-10:2004 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 10: Direct shear tests |
ISO/TS 17892-10:2004 specifies laboratory test methods to establish the effective shear strength parameter for soils within the scope of the geotechnical investigations according to prEN 1997-1 and -2.
The test method consists of placing the test specimen in the direct shear device, applying a pre-determined normal stress, providing for draining (and wetting if required) of the test specimen, or both, consolidating the specimen under normal stress, unlocking the frames that hold the specimen, and displacing one frame horizontally with respect to the other at a constant rate of shear-deformation and measuring the shearing force, and horizontal displacements as the specimen is sheared. Shearing is applied slowly enough to allow excess pore pressures to dissipate by drainage so that effective stresses are equal to total stresses.
Direct shear tests are used in earthworks and foundation engineering for the determination of the effective shear strength of soils.
|
Withdrawn |
2004-10 |
Edition : 1 |
Number of pages : 12 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO 7617-1:1988 |
Plastics-coated fabrics for upholstery — Part 1: Specification for PVC-coated knitted fabrics |
|
Withdrawn |
1988-07 |
Edition : 1 |
Number of pages : 10 |
Technical Committee |
83.140
Rubber and plastics products
;
97.140
Furniture
|
| ISO 17892-11:2019 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 11: Permeability tests |
This document specifies methods for the laboratory determination of the water flow characteristics in soil.
This document is applicable to the laboratory determination of the coefficient of permeability of soil within the scope of geotechnical investigations.
NOTE This document fulfils the requirements of the determination of the coefficient of permeability of soils in the laboratory for geotechnical investigation and testing in accordance with EN 1997-1 and EN 1997-2.
|
Published |
2019-01 |
Edition : 1 |
Number of pages : 20 |
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.
|
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 17892-11:2004/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 17892-12:2018 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 12: Determination of liquid and plastic limits |
This document specifies methods for the determination of the liquid and plastic limits of a soil. These comprise two of the Atterberg limits for soils.
The liquid limit is the water content at which a soil changes from the liquid to the plastic state.
This document describes the determination of the liquid limit of a specimen of natural soil, or of a specimen of soil from which material larger than about 0,4 mm has been removed. This document describes two methods: the fall cone method and the Casagrande method.
NOTE The fall cone method in this document should not be confused with that of ISO 17892‑6.
The plastic limit of a soil is the water content at which a soil ceases to be plastic when dried further.
The determination of the plastic limit is normally made in conjunction with the determination of the liquid limit. It is recognized that the results of the test are subject to the judgement of the operator, and that some variability in results will occur.
|
Published |
2018-06 |
Edition : 1 |
Number of pages : 27 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/TS 17892-12:2004 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 12: Determination of Atterberg limits |
ISO/TS 17892-12:2004 specifies methods of test for the determination of the Atterberg limits of a soil. The Atterberg limits comprise the liquid limit, plastic limit and shrinkage limit. These limits are also called consistency limits. This document covers the determination of the liquid limit and the plastic limit only.
The liquid limit is the water content at which a soil changes from a liquid to a plastic state. This document describes the determination of the liquid limit of a specimen of natural soil, or of a specimen of soil from which material retained on a 0,4 mm or nearest sieve has been removed, using the fall-cone method. This standard has adopted both the 60 g/60° cone and the 80 g/30° cone as it has been shown that both cones give essentially the same value of the liquid limit. Other cone devices may be adopted provided they can be shown to give results equal to those obtained from the tests described herein.
NOTE The Casagrande method is an alternative method for the determination of the liquid limit. Experience has shown that the results are subject to the performance and judgement of the operator. Moreover, the Casagrande type apparatus and test method have undergone many small but significant variations since it was first proposed by Casagrande in 1932. These variations give rise to differences in the values of the liquid limit determined from the test. The fall-cone method is the preferred method of determining the liquid limit of a soil.
The plastic limit of a soil is the lowest water content at which the soil is plastic. The determination of the plastic limit is normally made in conjunction with the determination of the liquid limit. It is recognised that the results of the test are subject to the judgement of the operator, and that some variability in results will occur.
The Atterberg limits are influenced by oxidation or other changes in the specimen, resulting from storing it too long or otherwise by treating it in an unsuitable way. This applies especially to quick clays, sulphide clays and organic soils.
|
Withdrawn |
2004-10 |
Edition : 1 |
Number of pages : 12 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO 17892-12:2018/Amd 1:2021 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 12: Determination of liquid and plastic limits — Amendment 1 |
|
Published |
2021-08 |
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 17892-12:2004/Cor 1:2006 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 12: Determination of Atterberg limits — 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 18674-1:2015 |
Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 1: General rules |
ISO 18674-1:2015 lays out the general rules for the performance monitoring of the ground, of structures interacting with the ground, of geotechnical fills, and of geotechnical works.
Specifically, it applies to field instrumentation and measurements carried out: in connection with site investigations of soils and rocks, in connection with Observational Design procedures, in connection with the performance of geotechnical structures before, during, and after construction, for ground behaviour evaluation, e.g. unstable slopes, consolidation etc., for the proof or follow-up of a new equilibrium within the ground, after disturbance of its natural state by construction measures (e.g. foundation loads, excavation of soil, tunnelling), for the proof or follow-up of the stability, serviceability, and safety of structures and operations which might be influenced by geotechnical construction, for perpetuation of evidence, and for the evaluation and control of geotechnical works.
|
Published |
2015-05 |
Edition : 1 |
Number of pages : 27 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO 18674-2:2016 |
Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 2: Measurement of displacements along a line: Extensometers |
ISO 18674-2:2016 specifies the measurement of displacements along a line by means of extensometers carried out for geotechnical monitoring. General rules of performance monitoring of the ground, of structures interacting with the ground, of geotechnical fills and of geotechnical works are presented in ISO 18674‑1.
If applied in conjunction with ISO 18674‑3, this document allows the determination of displacements acting in any direction.
ISO 18674-2:2016 is applicable to:
- monitoring the behaviour of soils, fills and rocks;
- checking geotechnical designs in connection with the Observational Design procedure;
- deriving geotechnical key parameters (e.g. from results of pile load tests or trial tunnelling);
- evaluating stability ahead of, during or after construction (e.g. stability of natural slopes, slope cuts, embankments, excavation walls, foundations, dams, refuse dumps, tunnels).
NOTE This document fulfils the requirements for the performance monitoring of the ground, of structures interacting with the ground and of geotechnical works by the means of extensometers as part of the geotechnical investigation and testing in accordance with References [5] and [6].
|
Published |
2016-10 |
Edition : 1 |
Number of pages : 46 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO 18674-3:2017 |
Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 3: Measurement of displacements across a line: Inclinometers |
ISO 18674-3:2017 specifies the measurement of displacements across a line by means of inclinometers carried out for geotechnical monitoring. General rules of performance monitoring of the ground, of structures interacting with the ground, of geotechnical fills and of geotechnical works are presented in ISO 18674‑1.
ISO 18674-3:2017 also refers to deflectometers (see Annex B) to supplement inclinometers for the determination of horizontal displacements across horizontal measuring lines.
NOTE In general, there are two independent displacement components acting across measuring lines. Inclinometers allow the determination of the two components for vertical measuring lines. For horizontal lines, inclinometers are limited to the determination of the vertical component only.
If applied in conjunction with ISO 18674‑2, ISO 18674-3:2017 allows the determination of displacements acting in any direction.
ISO 18674-3:2017 is applicable to:
- checking geotechnical designs in connection with the Observational Design procedure;
- monitoring of geotechnical structures prior to, during and after construction (e.g. natural slopes, slope cuts, embankments, excavation walls, foundations, dams, refuse dumps, tunnels);
- deriving geotechnical key parameters (e.g. from results of pile load tests or trial tunnelling);
- identification and monitoring of active shear planes in the ground.
NOTE ISO 18674-3:2017 fulfils the requirements for the performance monitoring of the ground, of structures interacting with the ground and of geotechnical works by the means of inclinometers as part of the geotechnical investigation and testing in accordance with References [1] and [2].
|
Published |
2017-10 |
Edition : 1 |
Number of pages : 38 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO 18674-3:2017/Amd 1:2020 |
Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 3: Measurement of displacements across a line: Inclinometers — Amendment 1 |
|
Published |
2020-01 |
Edition : 1 |
Number of pages : 1 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO 18674-4:2020 |
Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 4: Measurement of pore water pressure: Piezometers |
This document specifies the measurement of pore water pressures and piezometric levels in saturated ground by means of piezometers installed for geotechnical monitoring. General rules of performance monitoring of the ground, of structures interacting with the ground, of geotechnical fills and of geotechnical works are presented in ISO 18674‑1.
If applied in conjunction with ISO 18674-5, the procedures described in this document allow the determination of effective stresses acting in the ground.
This document is applicable to:
— monitoring of water pressures acting on and in geotechnical structures (e.g. quay walls, dikes, excavation walls, foundations, dams, tunnels, slopes, embankments, etc.);
— monitoring of consolidation processes of soil and fill (e.g. beneath foundations and in embankments);
— evaluating stability and serviceability of geotechnical structures;
— checking geotechnical designs in connection with the Observational Design procedure.
NOTE This document fulfils the requirements for the performance monitoring of the ground, of structures interacting with the ground and of geotechnical works by the means of piezometers, installed as part of the geotechnical investigation and testing in accordance with References [4] and [5] This document relates to measuring devices, which are installed in the ground. For pore water pressure measurements carried out in connection with cone penetration tests, see ISO 22476-1.
|
Published |
2020-06 |
Edition : 1 |
Number of pages : 58 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO 738:2015 |
Coniferous sawn timber — Sizes — Permissible deviations and shrinkage |
ISO 738:2015 specifies permissible deviations, due to inaccuracies in sawing, from nominal thicknesses, widths and lengths, for coniferous sawn timber.
It also gives, for information, average values for shrinkage for some wood species.
It is applicable to unplanned square-edged and unedged coniferous sawn timber having thicknesses or widths in the range10 mm to 310 mm.
|
Withdrawn |
2015-08 |
Edition : 2 |
Number of pages : 3 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 18674-5:2019 |
Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 5: Stress change measurements by total pressure cells (TPC) |
This document specifies the measurement of stress changes by means of total pressure cells (TPC). General rules of performance monitoring of the ground, of structures interacting with the ground, of geotechnical fills and of geotechnical works are presented in ISO 18674‑1.
If applied in conjunction with ISO 18674‑4, this document allows the determination of effective stress acting in the ground.
This document is applicable to:
— monitoring changes of the state of stress in the ground and in geo-engineered structures (e.g. in earth fill dams or tunnel lining);
— monitoring contact pressures at the interface between two media (e.g. earth pressure on retaining wall; contact pressure at the base of a foundation);
— checking geotechnical designs and adjustment of construction in connection with the Observational Design procedure;
— evaluating stability during or after construction.
Guidelines for the application of TPC in geotechnical engineering are presented in Annex B.
NOTE This document fulfils the requirements for the performance monitoring of the ground, of structures interacting with the ground and of geotechnical works by the means of total pressure cells as part of the geotechnical investigation and testing according to EN 1997-1[1] and EN 1997-2[2].
|
Published |
2019-10 |
Edition : 1 |
Number of pages : 27 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/CD 18674-7 |
Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 7: Measurement of strains |
|
Under development |
|
Edition : 1 |
|
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
13.080.20
Physical properties of soils
|
| ISO/FDIS 18674-8 |
Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 8: Measurement of loads: Load cells |
|
Under development |
|
Edition : 1 |
|
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22282-1:2012 |
Geotechnical investigation and testing — Geohydraulic testing — Part 1: General rules |
ISO 22282-1:2012 establishes the general rules and principles for geohydraulic testing in soil and rock as part of the geotechnical investigation services in accordance with EN 1997-1 and EN 1997-2. ISO 22282-1:2012 defines concepts and specifies requirements relating to permeability measurement in soil and rock.
The different purposes of geohydraulic testing are to obtain information on the permeability of soil or rock in natural or treated states, transmissivity and storage coefficient, and hydrodynamic parameters of aquifers.
Geohydraulic testing is used for many purposes, such as:
absorption capacity and effectiveness of grouting in rock mass;
assessment of seepage and drainage;
assessment of groundwater lowering work;
effects of cut-offs for dams;
effects of tunnels and shaft sinking;
checking fill or cover tightness;
assessment of the flow of fluids and suspensions in the ground;
planning for remedial measures.
ISO 22282-1:2012 deals with the execution of tests with groundwater and does not explicitly consider other fluids and suspensions. The flow of other fluids and suspensions can be considered by applying the different viscosities and relations between transmissivity, permeability coefficient and intrinsic permeability.
|
Published |
2012-06 |
Edition : 1 |
Number of pages : 26 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22282-2:2012 |
Geotechnical investigation and testing — Geohydraulic testing — Part 2: Water permeability tests in a borehole using open systems |
ISO 22282-2:2012 specifies requirements for the determination of the local permeability in soils and rocks below and above groundwater level in an open hole by water permeability tests as part of the geotechnical investigation services according to EN 1997-1 and EN 1997-2.
|
Published |
2012-06 |
Edition : 1 |
Number of pages : 27 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22282-3:2012 |
Geotechnical investigation and testing — Geohydraulic testing — Part 3: Water pressure tests in rock |
ISO 22282-3:2012 specifies the requirements for water pressures tests (WPT) carried out in boreholes drilled into rock as part of geotechnical investigation and testing according to EN 1997-1 and EN 1997-2.
The tests are used to investigate the following:
hydraulic properties of the rock mass, which are mainly governed by discontinuities;
absorption capacity of the rock mass;
tightness of the rock mass;
effectiveness of grouting;
geomechanical behaviour, e.g. hydrofracturing, hydrojacking.
|
Published |
2012-06 |
Edition : 1 |
Number of pages : 26 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22282-4:2012 |
Geotechnical investigation and testing — Geohydraulic testing — Part 4: Pumping tests |
ISO 22282-4:2012 establishes requirements for pumping tests as part of geotechnical investigation service in accordance with EN 1997-1 and EN 1997-2.
ISO 22282-4:2012 applies to pumping tests performed on aquifers whose permeability is such that pumping from a well can create a lowering of the piezometric head within hours or days depending on the ground conditions and the purpose. It covers pumping tests carried out in soils and rock.
The tests concerned by ISO 22282-4:2012 are those intended for evaluating the hydrodynamic parameters of an aquifer and well parameters.
|
Withdrawn |
2012-06 |
Edition : 1 |
Number of pages : 25 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22282-4:2021 |
Geotechnical investigation and testing — Geohydraulic testing — Part 4: Pumping tests |
This document establishes requirements for pumping tests as part of geotechnical investigation service in accordance with EN 1997-1 and EN 1997-2.
This document applies to pumping tests performed on aquifers whose permeability is such that pumping from a well can create a lowering of the piezometric head within hours or days depending on the ground conditions and the purpose. It covers pumping tests carried out in soils and rock.
The tests concerned by this document are those intended for evaluating the hydrodynamic parameters of an aquifer and well parameters, such as:
— permeability of the aquifer,
— radius of influence of pumping,
— pumping rate of a well,
— response of drawdown in an aquifer during pumping,
— skin effect,
— well storage,
— response of recovery in an aquifer after pumping.
|
Published |
2021-03 |
Edition : 2 |
Number of pages : 27 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22282-5:2012 |
Geotechnical investigation and testing — Geohydraulic testing — Part 5: Infiltrometer tests |
ISO 22282-5:2012 establishes requirements for ground investigations by means of infiltrometer tests as part of geotechnical investigation services in accordance with EN 1997-1 and EN 1997-2.
It applies to the in situ determination of the water permeability of an existing geological formation or of treated or compacted materials.
ISO 22282-5:2012 defines the terminology and the measured parameters. It specifies the required characteristics of the equipment, defines the procedures of the tests relating to the different measurement techniques and specifies the tests results.
It is applicable to:
? civil engineering projects;
? hydrogeology studies; and
? waste disposal.
|
Published |
2012-06 |
Edition : 1 |
Number of pages : 21 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22282-6:2012 |
Geotechnical investigation and testing — Geohydraulic testing — Part 6: Water permeability tests in a borehole using closed systems |
ISO 22282-6:2012 specifies requirements for the determination of the local permeability in soils and rocks below or above the groundwater table in a closed system by the water permeability tests as part of the geotechnical investigation services according to EN 1997-1 and EN 1997-2.
|
Published |
2012-06 |
Edition : 1 |
Number of pages : 15 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22475-1:2006 |
Geotechnical investigation and testing — Sampling methods and groundwater measurements — Part 1: Technical principles for execution |
ISO 22475-1:2006 deals with the technical principles of sampling soil, rock and groundwater, and with groundwater measurements, in the context of geotechnical investigation and testing, as described in EN 1997-1 and EN 1997-2.
|
Withdrawn |
2006-09 |
Edition : 1 |
Number of pages : 120 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22475-1:2021 |
Geotechnical investigation and testing — Sampling methods and groundwater measurements — Part 1: Technical principles for the sampling of soil, rock and groundwater |
This document deals with principles of sampling of soil, rock and groundwater as part of the programme of geotechnical investigation and testing.
NOTE 1 This document fulfils the requirements for sampling of soil, rock and groundwater, and groundwater measurements as part of the programme of geotechnical investigation and testing according to EN 1997-1 and EN 1997-2.
The aims of such ground investigations are:
a) to recover soil, rock and water samples of a quality appropriate to assess the general suitability of a site for geotechnical engineering purposes and to determine the required ground characteristics in the laboratory;
b) to obtain information on the sequence, thickness and orientation of strata and discontinuities;
c) to establish the type, composition and condition of strata;
d) to obtain information on groundwater conditions and recover water samples for assessment of the interaction of groundwater, soil, rock and construction material.
Soil sampling for the purposes of agricultural and environmental soil investigation is not covered.
NOTE 2 Guidance on soil sampling for these purposes including of contaminated or potentially contaminated sites is provided in the ISO 18400 series. ISO 18400-204 provides in addition guidance on sampling and measurement of soil (ground) gas.
NOTE 3 The sampling methods, presented in this document may not be suitable for all types of soil e.g. peat with strong fibrous structure.
NOTE 4 Some of the sampling methods presented in this document are suitable for both soil and rock.
Water sampling for the purposes of quality control, quality characterisation and identification of sources of pollution of water, including bottom deposits and sludges, is not covered.
NOTE 5 Water sampling for these purposes can be found in the ISO 5667 series.
|
Published |
2021-10 |
Edition : 2 |
Number of pages : 142 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO/TS 22475-2:2006 |
Geotechnical investigation and testing — Sampling methods and groundwater measurements — Part 2: Qualification criteria for enterprises and personnel |
ISO/TS 22475-2:2006 specifies the qualification criteria for an enterprise and personnel performing sampling and groundwater measurement services so that all have the appropriate experience, knowledge and qualifications as well as the correct equipment for and groundwater measurements for the task to be carried out according to ISO 22475-1.
|
Withdrawn |
2006-09 |
Edition : 1 |
Number of pages : 4 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO/TS 22475-3:2007 |
Geotechnical investigation and testing — Sampling methods and groundwater measurements — Part 3: Conformity assessment of enterprises and personnel by third party |
ISO/TS 22475-3:2007 is applicable to the conformity assessment of enterprises and personnel performing specified parts of sampling and groundwater measurements according to ISO 22475-1 and complying with the technical qualification criteria given in ISO/TS 22475-2 by third-party control.
|
Withdrawn |
2007-09 |
Edition : 1 |
Number of pages : 9 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
03.100.30
Management of human resources
;
03.120.20
Product and company certification. Conformity assessment
|
| ISO 22476-1:2012 |
Geotechnical investigation and testing — Field testing — Part 1: Electrical cone and piezocone penetration test |
ISO 22476-1:2012 deals with equipment requirements, the execution of and reporting on electrical cone and piezocone penetration tests as part of geotechnical investigation and testing according to EN 1997‑1 and EN 1997‑2.
Within the electrical cone and piezocone penetration test, two subcategories of the cone penetration test are considered:
electrical cone penetration test (CPT), which includes measurement of cone resistance and sleeve friction;
piezocone test (CPTU), which is a cone penetration test with the additional measurement of pore pressure.
The CPTU is performed like a CPT with the measurement of the pore pressure at one or several locations on the penetrometer surface.
ISO 22476-1:2012 specifies the following features:
type of cone penetration test;
application class;
penetration length or penetration depth;
elevation of the ground surface or the underwater ground surface at the location of the cone penetration test with reference to a datum;
location of the cone penetration test relative to a reproducible fixed location reference point;
pore pressure dissipation tests.
|
Withdrawn |
2012-09 |
Edition : 1 |
Number of pages : 36 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22476-1:2012/Cor 1:2013 |
Geotechnical investigation and testing — Field testing — Part 1: Electrical cone and piezocone penetration test — Technical Corrigendum 1 |
|
Withdrawn |
2013-01 |
Edition : 1 |
Number of pages : 36 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22476-1:2022 |
Geotechnical investigation and testing — Field testing — Part 1: Electrical cone and piezocone penetration test |
This document establishes equipment, procedural and reporting requirements and recommendations on cone and piezocone penetration tests.
NOTE This document fulfils the requirements for cone and piezocone penetration tests as part of geotechnical investigation and testing according to the EN 1997 series.
This document specifies the following features:
a) type of cone penetration test;
b) cone penetrometer class according to Table 2;
c) test categories according to Table 3;
d) penetration length or penetration depth;
e) elevation of the ground surface or the underwater ground surface at the location of the cone penetration test with reference to a datum;
f) location of the cone penetration test relative to a reproducible fixed location reference point;
g) pore pressure dissipation tests.
This document covers onshore and nearshore cone penetration test (CPT). For requirements for offshore CPT, see ISO 19901-8.
|
Published |
2022-12 |
Edition : 2 |
Number of pages : 66 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22476-2:2005 |
Geotechnical investigation and testing — Field testing — Part 2: Dynamic probing |
ISO 22476-2:2005 specifies requirements for indirect investigations of soil by dynamic probing within the scope of the geotechnical investigations according to prEN 1997.
|
Published |
2005-01 |
Edition : 1 |
Number of pages : 30 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22476-2:2005/Amd 1:2011 |
Geotechnical investigation and testing — Field testing — Part 2: Dynamic probing — Amendment 1 |
|
Published |
2011-11 |
Edition : 1 |
Number of pages : 4 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22476-3:2005 |
Geotechnical investigation and testing — Field testing — Part 3: Standard penetration test |
ISO 22476-3:2004 specifies requirements for indirect investigations of soil by standard penetration tests within the scope of the geotechnical investigations according to EN 1997-1 and EN 1997-2 to compliment direct investigations (e.g. sampling according to EN ISO 22475-1).
|
Published |
2005-01 |
Edition : 1 |
Number of pages : 14 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22476-3:2005/Amd 1:2011 |
Geotechnical investigation and testing — Field testing — Part 3: Standard penetration test — Amendment 1 |
|
Published |
2011-11 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22476-4:2012 |
Geotechnical investigation and testing — Field testing — Part 4: Ménard pressuremeter test |
|
Withdrawn |
2012-12 |
Edition : 1 |
Number of pages : 51 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22476-4:2021 |
Geotechnical investigation and testing — Field testing — Part 4: Prebored pressuremeter test by Ménard procedure |
This document specifies equipment requirements, the execution of and reporting on the Ménard pressuremeter test.
This document describes the procedure for conducting a Ménard pressuremeter test in natural grounds, treated or untreated fills, either on land or off-shore.
The pressuremeter tests results of this document are suited to a quantitative determination of ground strength and deformation parameters. They can yield lithological information in conjunction with measuring while drilling performed when creating the borehole (according to ISO 22476-15). They can also be combined with direct investigation (e.g. sampling according to ISO 22475-1) or compared with other in situ tests (see EN 1997-2).
|
Published |
2021-09 |
Edition : 2 |
Number of pages : 60 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22476-5:2012 |
Geotechnical investigation and testing — Field testing — Part 5: Flexible dilatometer test |
ISO 22476-5:2012 specifies the equipment requirements, execution of and reporting on flexible dilatometer tests.
ISO 22476-5:2012 is applicable to tests in ground stiff enough not to be adversely affected by the drilling operation.
ISO 22476-5:2012 is applicable to four procedures for conducting a test with the flexible dilatometer.
ISO 22476-5:2012 applies to tests performed up to 1 800 m depth. Testing can be conducted either on land or off-shore.
|
Withdrawn |
2012-12 |
Edition : 1 |
Number of pages : 31 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22476-5:2023 |
Geotechnical investigation and testing — Field testing — Part 5: Prebored pressuremeter test |
This document is applicable to pressuremeter tests using cylindrical flexible probes placed in pre-existent boreholes using testing procedures other than the Menard procedure.
Pressuremeter tests following the Menard procedure are provided in ISO 22476-4.
NOTE A high-pressure flexible pressuremeter probe which contains transducers for the measurement of radial displacements is also known as flexible dilatometer probe or high-pressure dilatometer probe.
This document applies to tests performed in any kind of grounds, starting from soils, treated or untreated fills, hard soils and soft rocks, up to hard and very hard rocks, either on land or offshore.
The parameters derived from this test can include stiffness, strength, initial in-situ stress state and consolidation properties.
|
Published |
2023-03 |
Edition : 2 |
Number of pages : 37 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22476-6:2018 |
Geotechnical investigation and testing — Field testing — Part 6: Self-boring pressuremeter test |
This document specifies the equipment requirements, execution of and reporting on self-boring pressuremeter (SBP) tests.
NOTE This document fulfils the requirements for self-boring pressuremeter test as part of the geotechnical investigation services according to EN 1997-1 and EN 1997-2.
Tests with the self-boring pressuremeter cover the measurement in situ of the deformation of soils and weak rocks by the expansion and contraction of a cylindrical flexible membrane under pressure.
|
Published |
2018-09 |
Edition : 1 |
Number of pages : 21 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22476-7:2012 |
Geotechnical investigation and testing — Field testing — Part 7: Borehole jack test |
ISO 22476-7:2012 specifies the equipment requirements, execution of and reporting on borehole jack tests.
It specifies the procedure for conducting a borehole jack test in ground stiff enough not to be adversely affected by the drilling operation. Two diametral cylindrical steel loading plates are placed in the ground and opened by pressure. Pressure applied to, and associated opening of, the probe are measured and recorded so as to obtain a stress-displacement relationship of the ground for the range of the expected design stress.
ISO 22476-7:2012 applies to test depths of < 100 m and to testing either on land or off-shore.
|
Published |
2012-12 |
Edition : 1 |
Number of pages : 23 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22476-8:2018 |
Geotechnical investigation and testing — Field testing — Part 8: Full displacement pressuremeter test |
This document specifies the equipment requirements, execution of and reporting on full displacement pressuremeter (FDP) tests.
NOTE This document fulfils the requirements for full displacement pressurementer test as part of the geotechnical investigation services according to EN 1997-1 and EN 1997-2.
Tests with the full displacement pressuremeter cover the measurement in situ of the deformation of soils and weak rocks by the expansion/contraction of a cylindrical flexible membrane under pressure.
|
Published |
2018-09 |
Edition : 1 |
Number of pages : 21 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22476-9:2020 |
Geotechnical investigation and testing — Field testing — Part 9: Field vane test (FVT and FVT-F) |
This document deals with the equipment requirements, execution and reporting of field vane tests for the measurement of peak and remoulded vane shear strength together with the sensitivity of fine-grained soils. In addition, post-peak shear strength behaviour can be evaluated. Two types of field vane test are described: the ordinary field vane test (FVT) and the fast field vane test (FVT-F).
The uncertainties of the vane test result are described in Annex D.
NOTE 1 This document fulfils the requirements for field vane tests as part of the geotechnical investigation and testing according to EN 1997-1 and EN 1997-2.
NOTE 2 This document covers onshore and nearshore field vane testing.
|
Published |
2020-09 |
Edition : 1 |
Number of pages : 35 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22476-10:2017 |
Geotechnical investigation and testing — Field testing — Part 10: Weight sounding test |
ISO 22476-10 specifies the equipment, execution and reporting requirements of the weight sounding test.
NOTE ISO 22476-10 fulfils the requirements for the weight sounding test as part of the geotechnical investigation and testing according to EN 1997?1 and EN 1997?2.
ISO 22476-10 specifies the procedure for conducting a test with the weight sounding device in natural soils, made ground, and fill either on land or on water. ISO 22476-10 is applicable to the determination of the resistance of soil to the static load or the static load and the specified turning of the sounding point.
ISO 22476-10 gives guidelines for the use of the weight sounding test to give a continuous soil profile and an indication of the layer sequence. The use includes the estimation of the density of cohesionless soils and the depth to very dense ground layers indicating the length of end-bearing piles.
|
Published |
2017-10 |
Edition : 1 |
Number of pages : 8 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO/TS 22476-10:2005 |
Geotechnical investigation and testing — Field testing — Part 10: Weight sounding test |
ISO/TS 22476-10:2005 specifies laboratory test methods to establish the effective shear strength parameter for soils within the scope of the geotechnical investigations according to EN 1997-1 and EN 1997-2.
The test method consists of placing the test specimen in the direct shear device, applying a pre-determined normal stress, providing for draining (and wetting if required) of the test specimen, or both, consolidating the specimen under normal stress, unlocking the frames that hold the specimen, and displacing one frame horizontally with respect to the other at a constant rate of shear-deformation and measuring the shearing force, and horizontal displacements as the specimen is sheared. Shearing is applied slowly enough to allow excess pore pressures to dissipate by drainage so that effective stresses are equal to total stresses.
Direct shear tests are used in earthworks and foundation engineering for the determination of the effective shear strength of soils.
|
Withdrawn |
2005-05 |
Edition : 1 |
Number of pages : 6 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22476-11:2017 |
Geotechnical investigation and testing — Field testing — Part 11: Flat dilatometer test |
ISO 22476-11:2017 establishes guidelines for the equipment requirements, execution of and reporting on flat dilatometer tests.
NOTE This document fulfils the requirements for flat dilatometer tests as part of the geotechnical investigation and testing according to EN 1997‑1 and EN 1997‑2.
The basic flat dilatometer test consists of inserting vertically into the soil a blade-shaped steel probe with a thin expandable circular steel membrane mounted flush on one face and determining two pressures at selected depth intervals: the contact pressure exerted by the soil against the membrane when the membrane is flush with the blade and, subsequently, the pressure exerted when the central displacement of the membrane reaches 1,10 mm.
Results of flat dilatometer tests are used mostly to obtain information on soil stratigraphy, in situ state of stress, deformation properties and shear strength. It is also used to detect slip surfaces in clays. The flat dilatometer test is most applicable to clays, silts and sands, where particles are small compared to the size of the membrane.
|
Published |
2017-04 |
Edition : 1 |
Number of pages : 17 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO/TS 22476-11:2005 |
Geotechnical investigation and testing — Field testing — Part 11: Flat dilatometer test |
ISO/TS 22476-11 comprises requirements for ground investigations by means of the flat dilatometer test (DMT) as part of the geotechnical investigation services according to EN 1997-1 and EN 1997-2.
|
Withdrawn |
2005-05 |
Edition : 1 |
Number of pages : 9 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22476-12:2009 |
Geotechnical investigation and testing — Field testing — Part 12: Mechanical cone penetration test (CPTM) |
ISO 22476-12:2009 specifies a mechanical cone penetration test (CPTM), including equipment requirements, execution and reporting. The results from such geotechnical testing are especially suited to the qualitative and/or quantitative determination of a soil profile — together with direct investigations — or as a relative comparison with other in situ tests.
The results from a cone penetration test can in principle be used to evaluate stratification, soil type, and geotechnical parameters such as soil density, shear‑strength parameters and deformation and consolidation characteristics.
ISO 22476-12:2009 specifies the following features: type of cone penetration test; application class; penetration length or penetration depth; elevation of the ground surface or underwater ground surface at the location of the cone penetration test with reference to a datum; location of the cone penetration test relative to a reproducible fixed location reference point.
|
Published |
2009-05 |
Edition : 1 |
Number of pages : 23 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22476-14:2020 |
Geotechnical investigation and testing — Field testing — Part 14: Borehole dynamic probing |
This document specifies the equipment requirements, execution of and reporting on borehole dynamic probing.
NOTE This document fulfills the requirements for borehole dynamic probing as part of the geotechnical investigation and testing according to EN 1997-1 and EN 1997-2.
The document specifies technical requirements in respect to equipment and implementation, in order to extensively prevent incorrect appraisals of the subsoil conditions and to limit scatter in the probing results due to equipment and implementation.
|
Published |
2020-02 |
Edition : 1 |
Number of pages : 20 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22476-15:2016 |
Geotechnical investigation and testing — Field testing — Part 15: Measuring while drilling |
ISO 22476-15:2016 specifies the technical principles for measuring equipment requirements, the execution and reporting on the parameters of the investigation drilling process for geotechnical purposes.
It is applicable to top-driven, destructive drilling methods performed by a fully hydraulically powered drill rig and driving device. It is commonly used with destructive drilling techniques but can also be used with core drilling.
The recording of the drilling parameters during soil grouting, drilling of nails, anchors or piles are beyond the scope of ISO 22476-15:2016.
|
Published |
2016-08 |
Edition : 1 |
Number of pages : 22 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO/DIS 22476-16 |
Geotechnical investigation and testing — Field testing — Part 16: Borehole shear test |
|
Under development |
|
Edition : 1 |
Number of pages : 44 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22477-1:2018 |
Geotechnical investigation and testing — Testing of geotechnical structures — Part 1: Testing of piles: static compression load testing |
This document establishes the specifications for the execution of static pile load tests in which a single pile is subjected to an axial static load in compression in order to define its load-displacement behaviour.
This document is applicable to vertical piles as well as raking piles.
All types of piles are covered by this document. The tests considered in this document are limited to maintained load tests. Pile load tests with constant penetration rate and cyclic load tests are not covered by this document.
NOTE This document is intended to be used in conjunction with EN 1997-1. EN 1997-1 provides numerical values of partial factors for limit states and of correlation factors to derive characteristic values from static pile load tests to be taken into account in design.
This document provides specifications for the execution of static axial pile load tests:
a) checking that a pile will behave as designed;
b) measuring the resistance of a pile.
|
Published |
2018-11 |
Edition : 1 |
Number of pages : 24 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO/FDIS 22477-2 |
Geotechnical investigation and testing — Testing of geotechnical structures — Part 2: Testing of piles: Static tension load testing |
|
Under development |
|
Edition : 1 |
Number of pages : 19 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22477-4:2018 |
Geotechnical investigation and testing — Testing of geotechnical structures — Part 4: Testing of piles: dynamic load testing |
ISO 22477-4:2018 establishes the specifications for the execution of dynamic load tests in which a single pile is subject to an axial dynamic load in compression.
ISO 22477-4:2018 outlines the methods of testing required to allow assessment of pile resistance to be determined from the following methods and procedures described in EN1997-1:2004+A1:2013:
a) dynamic impact testing ? determination of pile compressive resistance by evaluation of measurements of strain and acceleration and or displacement at the pile head with respect to time;
b) pile driving formulae ? evaluation of pile compressive resistance from blow counts and hammer energy during pile driving;
c) wave equation analysis ? evaluation of pile compressive resistance from blow counts by modelling of the pile, soil and driving equipment;
d) multi-blow dynamic testing ? evaluation of pile compressive resistance from a series of blows designed to generate different levels of pile head displacement and velocity.
ISO 22477-4:2018 is applicable to piles loaded axially in compression.
ISO 22477-4:2018 is applicable to all pile types mentioned in EN 1536, EN 12699 and EN 14199.
The tests considered in this document are limited to dynamic load tests on piles only.
NOTE 1 ISO 22477‑4 can be used in conjunction with EN1997-1:2004+A1:2013. Numerical values of partial factors for limit states from pile load tests to be taken into account in design are provided in EN 1997‑1. For design to EN 1997‑1 the results from dynamic load tests will be considered equivalent to the measured compressive resistance Rc,m after being subject to appropriate analysis.
NOTE 2 Guidance on analysis procedures for dynamic load testing results is given in Annexes A, B, D, E and F.
ISO 22477-4:2018 provides specifications for:
i) investigation tests, whereby a sacrificial pile is loaded up to ultimate limit state;
ii) control tests, whereby the pile is loaded up to a specified load in excess of the serviceability limit state.
NOTE 3 Generally, an investigation test focuses on general knowledge of a pile type; a control test focuses on one specific application of a pile.
|
Published |
2018-03 |
Edition : 1 |
Number of pages : 52 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22477-5:2018 |
Geotechnical investigation and testing — Testing of geotechnical structures — Part 5: Testing of grouted anchors |
This document establishes specifications for the execution of tension tests to be carried out on an anchor grouted in the ground, as defined in EN 1997-1 and EN 1537. Three methods of testing are recognized by this document. Test Method 1 involves cyclic tension loading with measurement of displacement at the load stages; Test Method 2 involves cyclic tension loading with measurement of load loss at the load stages; and Test Method 3 involves step-loading with measurement of displacement under successive maintained tension loads.
This document provides specifications for the experimental devices, the measurement apparatus, the test procedures, the definition and presentation of the test results and the content of records.
NOTE This document does not provide specification for the size of the proof load and the limiting criteria. These aspects reside in EN 1997-1 or its national annex for CEN countries and in similar national application documents for this test standard for ISO countries.
|
Published |
2018-08 |
Edition : 1 |
Number of pages : 41 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 22477-10:2016 |
Geotechnical investigation and testing — Testing of geotechnical structures — Part 10: Testing of piles: rapid load testing |
ISO 22477-10:2016 establishes the specifications for the execution of rapid load pile tests in which a single pile is subject to an axial load in compression to measure its load-displacement behaviour under rapid loading and to allow an assessment of its measured compressive resistance (Rc,m) and corresponding load-displacement behaviour.
ISO 22477-10:2016 is applicable to piles loaded axially in compression.
All pile types mentioned in EN 1536, EN 12699 and EN 14199 are covered by this part of ISO 22477.
The tests in this part of ISO 22477 are limited to rapid load pile tests only.
NOTE 1 This part of ISO 22477 can be used in conjunction with EN 1997?1. Numerical values of partial factors for limit states from pile load tests to be taken into account in design are provided in EN 1997?1. For design to EN 1997?1, the results from rapid load pile testing will be considered equivalent to the measured compressive resistance, Rc,m, after being subject to appropriate analysis.
NOTE 2 Guidance on analysis of the rapid load testing results to determine measured compressive resistance and corresponding load-displacement behaviour is given in Annex A.
ISO 22477-10:2016 provides specifications for the following:
a) investigation tests, whereby a sacrificial test pile is loaded up to ultimate limit state;
b) control tests, whereby the pile is loaded up to a specified load in excess of the serviceability limit state.
NOTE 3 Generally, an investigation test focuses on general knowledge of a pile type; a control test focuses on one specific application of a pile.
|
Published |
2016-09 |
Edition : 1 |
Number of pages : 23 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO 23469:2005 |
Bases for design of structures — Seismic actions for designing geotechnical works |
ISO 23469:2005 provides guidelines for specifying seismic actions for designing geotechnical works, including 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 rockfill dams and embankments), gravity dams, landfill and waste sites.
The guidelines provided in ISO 23469:2005 are general enough to be applicable for both new and existing geotechnical works. However, for use in practice, procedures more specific to existing geotechnical works can be needed, such as those described for existing structures in ISO 13822.
|
Published |
2005-11 |
Edition : 1 |
Number of pages : 85 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
91.080.01
Structures of buildings in general
|
| ISO 24057:2022 |
Geotechnics — Array measurement of microtremors to estimate shear wave velocity profile |
This document specifies requirements for equipment, survey procedure, data analysis and reporting of array measurement of microtremors which is one of the non-destructive testing methods with an array of sensors deployed on the ground surface.
This document applies to the array measurement of microtremors to estimate a 1D shear wave velocity profile. This document specifically describes array measurement of microtremors using vertical ground vibration to estimate an S-wave velocity profile by processing microtremor records based on the fundamental mode of Rayleigh waves.
|
Published |
2022-11 |
Edition : 1 |
Number of pages : 38 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
|
| ISO/TS 24283-1:2022 |
Geotechnical investigation and testing — Qualification criteria and assessment — Part 1: Qualified technician and qualified operator |
This document specifies the qualification criteria for a person performing sampling, testing, measuring, monitoring and installation of equipment (e.g. piezometers, borehole heat exchangers, inclinometers and extensometers) in the framework of geotechnical investigation.
|
Published |
2022-01 |
Edition : 1 |
Number of pages : 17 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
03.100.30
Management of human resources
|
| ISO/TS 24283-2:2022 |
Geotechnical investigation and testing — Qualification criteria and assessment — Part 2: Responsible expert |
This document specifies the qualification criteria for the person who is responsible for the performance of sampling, testing, measuring, monitoring and installation of equipment (e.g. piezometers, borehole heat exchangers, inclinometers and extensometers) in the framework of geotechnical investigation.
|
Published |
2022-01 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
03.100.30
Management of human resources
|
| ISO/TS 24283-3:2022 |
Geotechnical investigation and testing — Qualification criteria and assessment — Part 3: Qualified enterprise |
This document specifies the qualification criteria for enterprises performing sampling, testing, measuring, monitoring and installation of equipment (e.g. piezometers, borehole heat exchangers, inclinometers and extensometers) in the framework of geotechnical investigation.
|
Published |
2022-01 |
Edition : 1 |
Number of pages : 5 |
Technical Committee |
93.020
Earthworks. Excavations. Foundation construction. Underground works
;
03.100.30
Management of human resources
|
| ISO 7900:1988 |
Zinc-coated steel wire for fencing |
Specifies requirements for drawn steel wire zinc-coated by the hot-dip process, and intended for use in general-purpose wire fencing, barbed-wire fencing, field fencing and chain link fencing. The properties specified are not intended to cover wire removed from a fabricated product.
|
Withdrawn |
1988-11 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
91.090
External structures
;
77.140.65
Steel wire, wire ropes and link chains
|
| ISO 7900:2006 |
Steel wire and wire products for fences — Zinc- and zinc-alloy-coated steel barbed wire |
ISO 7900:2006 specifies the characteristics of zinc- and zinc-alloy-coated steel barbed wire, with conventional and reverse twist consisting of two stranded line wires, around which the barbs are tightly wound, a twist being imparted between the barbs to restrict their movement. The barbed-wire entanglement has a single line wire, around which the barbs are wound.
|
Published |
2006-06 |
Edition : 2 |
Number of pages : 6 |
Technical Committee |
91.090
External structures
;
77.140.65
Steel wire, wire ropes and link chains
|
| ISO/R 683-4:1970 |
Heat-treated steels, alloy steels and free-cutting steels — Part 4: Wrought quenched and tempered steels with 1 % chromium and 0,2 % molybdenum and controlled sulphur content |
|
Withdrawn |
1970-01 |
Edition : 1 |
Number of pages : 12 |
Technical Committee |
77.140
Iron and steel products
;
77.140.20
Stainless steels
|
| ISO 737:1975 |
Coniferous sawn timber — Sizes — Methods of measurement |
Reviewed ISO Recommendation R 737. Covers unplaned square-edged und unedged sawn timber and defines how to measure thickness, width, length and volume. Terms and definitions are given in ISO 1032.
|
Published |
1975-04 |
Edition : 1 |
Number of pages : 1 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 738:1981 |
Coniferous sawn timber — Sizes — Permissible deviations and shrinkage |
Relates to deviations from nominal thicknesses, widths and lengths due to inaccuracies in sawing. Is applicable to unplaned square-edged and unedged sawn timber having thicknesses or widths in the range of 10 mm to 310 mm. Average values for shrinkage for some wood species are given in annexes A and B.
|
Withdrawn |
1981-11 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 1029:1974 |
Coniferous sawn timber — Defects — Classification |
Covers unplaned sawn timber and such surfaced to size or planed but without profiling. Related terms and definitions are specified in ISO 1031. Replaces R 1029 and is a trilingual edition.
|
Published |
1974-12 |
Edition : 1 |
Number of pages : 6 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 1030:1975 |
Coniferous sawn timber — Defects — Measurement |
Based on defect classification in ISO 1029 and relates to unplaned sawn timber and such surfaced to size or planed but without profiling. Terms and definitions are specified in ISO 1031. Replaces R 1030 and is a trilingual edition.
|
Published |
1975-12 |
Edition : 1 |
Number of pages : 9 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 1031:1974 |
Coniferous sawn timber — Defects — Terms and definitions |
Relates to classification in ISO 1029. Covers unplaned sawn timber and such surfaced to size or planed but without profiling. Examples are shown in many figures. Replaces R 1031 and is a trilingual edition.
|
Published |
1974-12 |
Edition : 1 |
Number of pages : 29 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
;
01.040.79
Wood technology (Vocabularies)
|
| ISO 1032:1974 |
Coniferous sawn timber — Sizes — Terms and definitions |
Provides for correct and adequate understanding of the terms relating to square-edged and unedged (waney) sawn timber. Replaces R 1032 and is in trilingual edition including the alphabetical index.
|
Withdrawn |
1974-12 |
Edition : 1 |
Number of pages : 6 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
;
01.040.79
Wood technology (Vocabularies)
|
| ISO 2299:1973 |
Sawn timber of broadleaved species — Defects — Classification |
Covers unplaned sawn timber and such surfaced to size or planed but without profiling. Related terms and definitions are specified in ISO 1031. Applicable to the temperate zone of globe. Is a trilingual eidition.
|
Published |
1973-08 |
Edition : 1 |
Number of pages : 6 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 2300:1973 |
Sawn timber of broadleaved species — Defects — Terms and definitions |
Relates to classification in ISO 1029 and ISO 2299. Covers unplaned sawn timber and such surfaced to size or planed but without profiling. Examples are shown in many figures. Is a trilingual edition.
|
Published |
1973-12 |
Edition : 1 |
Number of pages : 32 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
;
01.040.79
Wood technology (Vocabularies)
|
| ISO 2301:1973 |
Sawn timber of broadleaved species — Defects — Measurement |
Specifies international methods and relates to classification in ISO 2299. Applies to unplaned sawn timber and such surfaced to size or planed but without profiling. The different measurements are shown in figures. Is a trilingual edition.
|
Published |
1973-08 |
Edition : 1 |
Number of pages : 10 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 3129:1975 |
Wood — Sampling methods and general requirements for physical and mechanical tests |
Specifies the selective and mechanical sampling, conditioning of selected material and the preparation of test pieces. Selective method should be used in cases where the coefficients of variation of the wood properties for one tree and between trees of one species are known and selection is possible from a large number of trees, logs and pieces of sawn timber, and the mechanical method when the mean values of the above coefficients are known and selection is possible only from a limited number of trees, logs and pieces of sawn timber.
|
Withdrawn |
1975-11 |
Edition : 1 |
Number of pages : 4 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 3129:2012 |
Wood — Sampling methods and general requirements for physical and mechanical testing of small clear wood specimens |
|
Withdrawn |
2012-02 |
Edition : 2 |
Number of pages : 9 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 3129:2019 |
Wood — Sampling methods and general requirements for physical and mechanical testing of small clear wood specimens |
This document specifies methods for the extensive and limited sampling of wood, conditioning and preparation of test pieces. It also specifies the general requirements for physical and mechanical testing of small clear wood specimens. The sampling guidance provided in this document can be applied for timber taken from either trees, logs, or pieces of ungraded/graded/presorted sawn timber for non-structural applications, such as furniture, windows, doors, etc., only.
|
Published |
2019-11 |
Edition : 3 |
Number of pages : 8 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 3130:1975 |
Wood — Determination of moisture content for physical and mechanical tests |
Specifies a method that determines, by weighing, the loss in mass of the test piece on drying to constant mass. Calculation of the loss in mass as a percentage of test piece mass after drying. Reference is made to ISO 3129.
|
Withdrawn |
1975-11 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 3131:1975 |
Wood — Determination of density for physical and mechanical tests |
The method described determines the moisture content at the time of test and in the absolutely dry condition as well as the mass ratio in the absolutely dry condition to volume of the test piece with moisture content greater than or equal to the fibre saturation point.
|
Withdrawn |
1975-11 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 3132:1975 |
Wood — Testing in compression perpendicular to grain |
Determination of the proportional limit (conventional ultimate strength), the load being applied to the whole surface (radial or tangential) of the test piece. References are made to ISO 3129 and ISO 3130.
|
Withdrawn |
1975-11 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 3133:1975 |
Wood — Determination of ultimate strength in static bending |
Describes apparatus, preparation of test pieces as well as procedure and calculation and expression of results in detail. References are made to ISO 3129 and ISO 3130.
|
Withdrawn |
1975-11 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 3179:1974 |
Coniferous sawn timber — Nominal dimensions |
Represents the combinatin of ISO/DIS 3179, 3181, and 3182 in a single document. Applies to unplaned square-edged and unedged shaped sawn timber 16 to 300 mm thick of different widths and differend shaped edges. The nominal thicknesses and widths are given in a table.
|
Withdrawn |
1974-11 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 3345:1975 |
Wood — Determination of ultimate tensile stress parallel to grain |
The principle consists in the application of a gradually increasing load to a test piece. Apparatus, preparation of test piece, procedure and calculation and expression of results are described in detail. References are made to ISO 3129 and ISO 3130.
|
Withdrawn |
1975-09 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 3346:1975 |
Wood — Determination of ultimate tensile stress perpendicular to grain |
Covers the radial and tangential directions. The principle consists in the application of a gradually increasing load to a test piece. Apparatus, preparation of test piece, procedure and calculation and expression of results are described in detail. References are made to ISO 3129 and ISO 3130.
|
Withdrawn |
1975-12 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 3347:1976 |
Wood — Determination of ultimate shearing stress parallel to grain |
The method described is based on applying a gradually increasing compressive load, either along the radial or along the tangential surface of a test piece. References are made to ISO 3129 and ISO 3130.
|
Withdrawn |
1976-01 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 3348:1975 |
Wood — Determination of impact bending strength |
Specifies a method using a pendulum impact testing machine. The test piece is tested for cross-sectional bending under dynamic load application. References are made to ISO 3129 and ISO 3130.
|
Withdrawn |
1975-08 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 3349:1975 |
Wood — Determination of modulus of elasticity in static bending |
Method described measures the deflection in the net bending area during application of a gradually increasing load to a test piece within the region of proportionality of the load and deflection.
|
Withdrawn |
1975-12 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 3350:1975 |
Wood — Determination of static hardness |
Specifies a method that determines the resistance of a test piece to the penetration of a plunger to a specified depth under a gradually increasing load. References are made to ISO 3129 and ISO 3130.
|
Withdrawn |
1975-08 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 3351:1975 |
Wood — Determination of resistance to impact indentation |
The method described determines the resistance of the surface layer of a test piece to impact indentation by a steel ball being dropped from a height of 500 1 mm. With a pressing mechanism the test piece is held against a massive base-plate.
|
Withdrawn |
1975-12 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 3787:1976 |
Wood — Test methods — Determination of ultimate stress in compression parallel to grain |
|
Withdrawn |
1976-09 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|
| ISO 4469:1981 |
Wood — Determination of radial and tangential shrinkage |
Specifies a method which determines the linear dimensions of test pieces after drying at a moisture content in equilibrium with the normal environment and at a moisture content equal to or greater than the saturation point of the cellular wall of wood.
|
Withdrawn |
1981-11 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
79.040
Wood, sawlogs and sawn timber
|