| Name |
Description |
Abstract |
Status |
Publication date |
Edition |
Number of pages |
Technical committee |
ICS |
| ISO 23811:2009 |
Paints and varnishes — Determination of percentage volume of non-volatile matter by measuring the non-volatile matter content and the density of the coating material, and calculation of the theoretical spreading rate |
ISO 23811:2009 specifies a simple practical method for calculating the non-volatile matter by volume, NVV, of a coating material from the non-volatile-matter content, NV, the density of the coating material and the density of the solvents. Using the non-volatile matter by volume results and the density obtained in accordance with ISO 23811:2009, it is possible to calculate the theoretical spreading rate of a coating material.
ISO 23811:2009 is not applicable to coating materials which exceed the critical pigment volume concentration (CPVC).
|
Withdrawn |
2009-02 |
Edition : 1 |
Number of pages : 12 |
Technical Committee |
87.040
Paints and varnishes
|
| ISO/TR 24430:2003 |
Paints and varnishes — Guidelines for the determination of the precision of a test method by interlaboratory trials |
The purpose of ISO/TR 24430:2003 is:
to give recommendations on how to introduce precision statements into an International Standard which specifies a test method for paints, varnishes, related materials and coatings derived from them;to outline the general principles to be applied when assessing precision in order to establish the procedures which will enable a quantitative estimate to be made;to outline the general principles under which interlaboratory trials should be conducted.
It may be applied to paints, varnishes and related products, to their raw materials in solid, liquid or powder form and to coatings derived from them.
It is concerned only with test methods which operate on a continuous scale to yield a single numerical figure as the test result. However, this single figure may be the outcome of a calculation from a set of measurements. The distribution of test results is required to be unimodal and is assumed to be normal. With non-Gaussian distributions other evaluation procedures will be necessary. It does not cover methods which yield discrete values such as go no-go tests or where a ranking scheme is in operation.
|
Withdrawn |
2003-10 |
Edition : 1 |
Number of pages : 7 |
Technical Committee |
87.040
Paints and varnishes
|
| ISO 28199-1:2009 |
Paints and varnishes — Evaluation of properties of coating systems related to the application process — Part 1: Relevant vocabulary and preparation of test panels |
ISO 28199-1:2009 defines terms relating to the evaluation of coating materials in research, development and production with regard to their suitability and safety for industrial processes and error analysis.
ISO 28199-1:2009 specifies methods for the preparation of test panels and the subsequent measurement of film thickness, colour and surface texture.
|
Withdrawn |
2009-09 |
Edition : 1 |
Number of pages : 19 |
Technical Committee |
87.040
Paints and varnishes
|
| ISO 28199-1:2009/Cor 1:2009 |
Paints and varnishes — Evaluation of properties of coating systems related to the application process — Part 1: Relevant vocabulary and preparation of test panels — Technical Corrigendum 1 |
|
Withdrawn |
2009-12 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
87.040
Paints and varnishes
|
| ISO 28199-1:2021 |
Paints and varnishes — Evaluation of properties of coating systems related to the spray application process — Part 1: Vocabulary and preparation of test panels |
This document defines terms relating to the evaluation of coating materials in research, development and production with regard to their suitability and safety for industrial processes and error analysis.
This document also specifies methods for the preparation of test panels and the subsequent measurement of film thickness, colour, surface texture and other measurable surface properties.
|
Published |
2021-03 |
Edition : 2 |
Number of pages : 22 |
Technical Committee |
87.040
Paints and varnishes
|
| ISO 28199-2:2009 |
Paints and varnishes — Evaluation of properties of coating systems related to the application process — Part 2: Colour stability, process hiding power, re-dissolving, overspray absorption, wetting, surface texture and mottling |
ISO 28199-2:2009 specifies methods for the determination of colour stability, process hiding power, re-dissolving, overspray absorption, wetting, surface texture and mottling of coating materials applied to a test panel under defined conditions.
|
Withdrawn |
2009-09 |
Edition : 1 |
Number of pages : 9 |
Technical Committee |
87.040
Paints and varnishes
|
| ISO 28199-2:2021 |
Paints and varnishes — Evaluation of properties of coating systems related to the spray application process — Part 2: Colour stability, process hiding power, re-dissolving, overspray absorption, wetting, surface texture and mottling |
This document specifies methods for the determination of colour stability/colour evaluation, process hiding power, re-dissolving, overspray absorption, wetting, surface texture and mottling of coating materials applied to a test panel under defined conditions, using spray application process.
|
Published |
2021-06 |
Edition : 2 |
Number of pages : 11 |
Technical Committee |
87.040
Paints and varnishes
|
| ISO 28199-3:2009 |
Paints and varnishes — Evaluation of properties of coating systems related to the application process — Part 3: Visual assessment of sagging, formation of bubbles, pinholing and hiding power |
ISO 28199-3:2009 specifies visual methods for the assessment of tendency toward sagging, formation of bubbles, pinholing and hiding power of coating materials applied to a test panel under defined conditions.
|
Withdrawn |
2009-09 |
Edition : 1 |
Number of pages : 9 |
Technical Committee |
87.040
Paints and varnishes
|
| ISO 28199-3:2021 |
Paints and varnishes — Evaluation of properties of coating systems related to the spray application process — Part 3: Assessment of sagging, formation of bubbles, pinholing and hiding power |
This document specifies visual methods for the assessment of tendency to sagging, formation of bubbles, pinholing and hiding power of coating materials applied to a test panel under defined conditions, using spray application process. Assessment using measuring techniques is also described for all evaluations.
|
Published |
2021-06 |
Edition : 2 |
Number of pages : 14 |
Technical Committee |
87.040
Paints and varnishes
|
| ISO 2834-1:2006 |
Graphic technology — Laboratory preparation of test prints — Part 1: Paste inks |
ISO 2834-1:2006 specifies a laboratory method for the preparation of printed samples made with paste inks (such as inks used for lithographic and letterpress printing). Such printed samples are intended to be used for reflection-based measurements, such as colorimetry and reflection density as well as for testing light fastness, and the resistance of printing inks to mechanical and chemical attack regarding either printing ink and/or substrate.
|
Withdrawn |
2006-06 |
Edition : 1 |
Number of pages : 7 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2834-1:2020 |
Graphic technology — Laboratory preparation of test prints — Part 1: Paste inks |
This document specifies a test procedure for the preparation of test prints on paper, board, metals, foils and other suitable substrates using paste inks, such as for offset and letterpress printing, using electrically driven IGT-type and prüfbau-type printability testers.
This document describes the procedure for reference optical density and reference ink film thickness.
This document describes the method as used on the current models of testers. Most of the described procedures are also applicable in analogy to the older models but can require additional steps to be executed or recalculation of the settings to make them conform to this document
|
Published |
2020-11 |
Edition : 2 |
Number of pages : 19 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2834-2:2007 |
Graphic technology — Laboratory preparation test prints — Part 2: Liquid printing inks |
ISO 2834-2:2007 specifies a test method for preparation of test prints produced with liquid water-based or solvent-based printing inks as used in flexography and gravure printing. These test prints are intended primarily for optical tests, such as colorimetry, transparency and reflection density as described in ISO 2846-3 and ISO 2846-5. They can also be used for testing gloss, light fastness and the chemical, physical and mechanical resistance to mechanical and chemical attack regarding either printing ink and/or substrate. Flexographic inks with higher viscosity, such as those cured by radiation are also covered. ISO 2834-2:2007 is not applicable to inks for ink jet printing.
|
Withdrawn |
2007-12 |
Edition : 1 |
Number of pages : 8 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2834-2:2015 |
Graphic technology — Laboratory preparation test prints — Part 2: Liquid printing inks |
ISO 2834-2:2015 specifies a test method for preparation of test prints produced with liquid water-based or solvent-based printing inks as used in flexography and gravure printing. These test prints are intended primarily for optical tests, such as gloss, colorimetry, transparency and reflection density. They can also be used for testing light fastness and the chemical, physical and mechanical resistance to mechanical and chemical attack regarding either printing ink and/or substrate. Flexographic inks with higher viscosity, such as those cured by radiation, are also covered. This part of ISO 2834 is not applicable to inks for ink jet printing.
|
Withdrawn |
2015-05 |
Edition : 2 |
Number of pages : 7 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2834-2:2022 |
Graphic technology — Laboratory preparation of test prints — Part 2: Liquid printing inks |
This document specifies a test method for preparation of test prints produced with liquid printing inks, either water-based, solvent-based or radiation cured printing inks as used in flexography and gravure printing. Such test prints are intended to be used for reflection-based measurements, such as colorimetry and optical density as well as for testing light fastness, and the resistance of printing inks to mechanical and chemical attack regarding either printing ink and/or substrate. This document is not applicable to inks for ink jet printing.
|
Published |
2022-12 |
Edition : 3 |
Number of pages : 10 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2834-3:2008 |
Graphic technology — Laboratory preparation of test prints — Part 3: Screen printing inks |
ISO 2834-3:2008 specifies a test method for preparation of test prints produced with screen printing inks. These test prints are intended primarily for optical tests, such as colorimetry, transparency and reflection density as described in ISO 2846-4. They can also be used for testing gloss, light fastness and the chemical, physical and mechanical resistance to mechanical and chemical attack regarding either printing ink or substrate, or both.
|
Published |
2008-12 |
Edition : 1 |
Number of pages : 7 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2834:1981 |
Printing inks — Preparation of standardized prints for determination of resistance to physical and chemical agents |
|
Withdrawn |
1981-11 |
Edition : 2 |
Number of pages : 4 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2835:1974 |
Prints and printing inks — Assessment of light fastness |
Is in technical conformity with CEI specification 02-59 of the European Comittee of the Paint and Printing Ink Manufacturers' Associations, and is in agreement with the ISO Recommendations and International Standards on light fastness tests for textiles. Applies to print substrates such as paper, board, metal and plastics, and to all printing processes such as letterpress, litho and gravure. Standard prints shall be prepared according to ISO 2834.
|
Withdrawn |
1974-08 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2836:1974 |
Prints and printing inks — Assessment of resistance to water |
|
Withdrawn |
1974-08 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2836:1999 |
Graphic technology — Prints and printing inks — Assessment of resistance to various agents |
|
Withdrawn |
1999-10 |
Edition : 2 |
Number of pages : 4 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2836:2004 |
Graphic technology — Prints and printing inks — Assessment of resistance of prints to various agents |
ISO 2836:2004 specifies methods of assessing the resistance of printed materials to liquid and solid agents, solvents, varnishes, and acids. It applies to printing on all substrates by all of the traditional printing processes and digital imaging processes, such as ink-jet, electrophotography, etc., using marking materials appropriate to the printing process used.
|
Withdrawn |
2004-03 |
Edition : 3 |
Number of pages : 8 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2836:2021 |
Graphic technology — Prints and printing inks — Assessment of resistance of prints to various agents |
This document specifies methods of assessing the resistance of printed materials to liquid and solid agents, solvents, varnishes and acids.
It applies to printing on all substrates by any of the traditional printing process (offset, screen, gravure, flexo) as well as the newer digital processes (inkjet, electrophotography).
Aspects of food safety and consumer protection for food contact materials are not covered.
|
Published |
2021-05 |
Edition : 4 |
Number of pages : 10 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2837:1974 |
Prints and printing inks — Assessment of resistance to solvents |
|
Withdrawn |
1974-07 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2837:1996 |
Graphic technology — Prints and printing inks — Assessment of resistance to solvents |
Describes a method of assessing the resistance of prints and printing inks to solvents. Applies to all printing substrates such as paper, board, metals and plastics and to all printing processes.
|
Withdrawn |
1996-08 |
Edition : 2 |
Number of pages : 2 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2838:1974 |
Prints and printing inks — Assessment of resistance to alkalis |
|
Withdrawn |
1974-08 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2839:1974 |
Prints and printing inks — Assessment of resistance to soaps |
|
Withdrawn |
1974-08 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2840:1974 |
Prints and printing inks — Determination of the resistance of prints to detergents |
|
Withdrawn |
1974-08 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2841:1974 |
Prints and printing inks — Determination of the resistance of prints to cheese |
|
Withdrawn |
1974-07 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2842:1974 |
Prints and printing inks — Determination of the resistance of prints to edible oils and fats |
|
Withdrawn |
1974-08 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2843:1974 |
Prints and printing inks — Determination of the resistance of prints to impregnation by wax or paraffin wax |
|
Withdrawn |
1974-08 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2844:1974 |
Prints and printing inks — Determination of the resistance of prints to spices |
|
Withdrawn |
1974-08 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2845:1975 |
Set of printing inks for letterpress printing — Colorimetric characteristics |
|
Withdrawn |
1975-07 |
Edition : 1 |
Number of pages : 5 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2846-1:1997 |
Graphic technology — Colour and transparency of ink sets for four-colour-printing — Part 1: Sheet-fed and heat-set web offset lithographic printing |
|
Withdrawn |
1997-12 |
Edition : 1 |
Number of pages : 19 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2846-1:2006 |
Graphic technology — Colour and transparency of printing ink sets for four-colour printing — Part 1: Sheet-fed and heat-set web offset lithographic printing |
ISO 2846-1:2006 specifies the colour and transparency characteristics that have to be met by each ink in a process colour ink set intended for proof and production printing using offset lithography. The specified printing conditions (which use a laboratory printability tester), the defined substrate and a method for testing to ensure conformance are also defined. Characteristics are specified for inks used for sheet-fed, heat-set web and radiation-curing processes.
|
Withdrawn |
2006-11 |
Edition : 2 |
Number of pages : 15 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2846-1:2017 |
Graphic technology — Colour and transparency of printing ink sets for four-colour printing — Part 1: Sheet-fed and heat-set web offset lithographic printing |
ISO 2846-1:2017 specifies the colour and transparency characteristics that are to be met by each ink in a process colour ink set intended for proof and production printing using offset lithography. The specified printing conditions (which use a laboratory printability tester), the defined substrate and a method for testing to ensure conformance are also defined. Characteristics are specified for inks used for sheet-fed, heat-set web and radiation-curing processes.
ISO 2846-1:2017 does not apply to fluorescent inks and it does not specify pigments (or spectral characteristics ? except informatively) in order not to preclude developments which may enable different pigment combinations to be used advantageously while still achieving the colorimetric requirements specified in this document.
|
Published |
2017-08 |
Edition : 3 |
Number of pages : 17 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2846-2:2000 |
Graphic technology — Colour and transparency of printing ink sets for four-colour-printing — Part 2: Coldset offset lithographic printing |
|
Withdrawn |
2000-04 |
Edition : 1 |
Number of pages : 14 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2846-2:2007 |
Graphic technology — Colour and transparency of printing ink sets for four-colour printing — Part 2: Coldset offset lithographic printing |
ISO 2846-2:2007 specifies the colour and transparency to be produced by inks intended for four-colour coldset web offset printing when printed under specified conditions on a printability tester. It also describes the test method to ensure conformance.
ISO 2846-2:2007 is not applicable to fluorescent inks and does not specify pigments (or spectral reflectance) so as not to preclude the use of suitable future pigment combinations and still claim compliance with its colorimetric requirements.
|
Published |
2007-12 |
Edition : 2 |
Number of pages : 11 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2846-3:2002 |
Graphic technology — Colour and transparency of printing ink sets for four-colour-printing — Part 3: Publication gravure printing |
ISO 2846-3:2002 specifies the colour and transparency to be produced by a process colour ink set including extender intended for four-colour publication gravure printing when printed under specified gravure printing conditions. It also specifies the test method to ensure conformance.
ISO 2846-3:2002 does not specify pigments (or spectral reflectance) in order not to preclude developments which may enable different pigment combinations to be used advantageously while still achieving the colorimetric requirements specified in ISO 2846-3:2002.
NOTE ISO 2846-3:2002 may also apply to certain non-publication gravure applications.
|
Withdrawn |
2002-10 |
Edition : 1 |
Number of pages : 13 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2846-4:2000 |
Graphic technology — Colour and transparency of printing ink sets for four-colour-printing — Part 4: Screen printing |
|
Withdrawn |
2000-12 |
Edition : 1 |
Number of pages : 12 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2846-5:2005 |
Graphic technology — Colour and transparency of printing ink sets for four-colour printing — Part 5: Flexographic printing |
ISO 2846-5:2005 specifies the colour and transparency to be produced by each ink in a process colour ink set (including extender) intended for four-colour flexographic printing, when printed under specified flexographic printing conditions. It also describes the conformance test method.
ISO 2846-5:2005 does not specify pigments (or spectral reflectance), in order not to preclude developments that may enable different pigment combinations to be used advantageously, while still achieving the colorimetric requirements specified in this part of ISO 2846.
|
Withdrawn |
2005-03 |
Edition : 1 |
Number of pages : 13 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 2846:1975 |
Set of printing inks for offset printing — Colorimetric characteristics |
|
Withdrawn |
1975-07 |
Edition : 1 |
Number of pages : 5 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 11628:1995 |
Graphic technology — Prints and printing inks — Determination of resistance of prints to acids |
Specifies a method for assessing the resistance of prints to acids. Applicable to all printing processes and all printing substrates such as paper, board, plastics and metals.
|
Withdrawn |
1995-05 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 12040:1997 |
Graphic technology — Prints and printing inks — Assessment of light fastness using filtered xenon arc light |
|
Published |
1997-03 |
Edition : 1 |
Number of pages : 5 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 12632:2015 |
Graphic technology — Ink, paper and labels — Requirements on hot alkali penetration and resistance |
ISO 12632:2015 specifies test methods for
- penetrability and removal times of labels that have been wet glued on bottles intended to be refilled and reused, and
- resistance of printed labels against hot alkaline solution.
Test results always deal with systems comprising of substrates, ink films and varnish films if present. This International Standard is valid for label substrates and printed labels. Label substrates include metalized papers. The test procedures are also valid for the evaluation of inks and papers to be used in printing labels.
ISO 12632:2015 does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this International Standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
|
Published |
2015-12 |
Edition : 1 |
Number of pages : 4 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 12634:1996 |
Graphic technology — Determination of tack of paste inks and vehicles by a rotary tackmeter |
Specifies the procedure for determining the tack value of paste inks and vehicles which have low volatility and are unreactiv under normal conditions during the time span required for testing. Contains a description of the rotary tackmeters most commonly used.
|
Withdrawn |
1996-11 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 12634:2017 |
Graphic technology — Determination of tack of paste inks and vehicles by a rotary tackmeter |
ISO 12634 specifies the test procedure for determining the tack value of neat paste inks and vehicles which have low volatility and are unreactive under normal room conditions during the timespan required for testing.
ISO 12634 contains a basic description of Inkometer® and Inkomat® (Geometry A) and TackOscope® and TackTester® (Geometry B).
|
Published |
2017-09 |
Edition : 2 |
Number of pages : 15 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 12644:1996 |
Graphic technology — Determination of rheological properties of paste inks and vehicles by the falling rod viscometer |
Contains the procedure for determining the viscosity of paste inks and vehicles which are unreactive under normal room conditions. Applicable to inks in the apparent viscosity range of 2 Pas to 200 Pas.
|
Published |
1996-12 |
Edition : 1 |
Number of pages : 12 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO/TS 19857:2021 |
Paper, board and printing inks – Printability – Laboratory test method for offset ink setting |
This document describes a laboratory test method, using an IGT1-type or a prüfbau2-type printability tester, for the preparation of specimens to evaluate the absorption rate of an ink on a substrate in offset lithography by setting-off the printed surface to an unprinted surface.
This method describes testing with an amount of ink simulating either single colour or multi-colour printing. The print and the set-off print (counter print) are made with interval times, between print and set-off, common for the target process.
This method evaluates a particular ink and substrate combination.
1These materials are available from IGT Testing Systems, www.igt.nl. This information is given for the convenience of the users of this document and does not constitute an endorsement by ISO of the products. Equivalent products may be used if they can be shown to lead to the same results.
2These materials are available from prüfbau, Dr.-Ing. H. Dürner GmbH, www.pruefbau.de. This information is given for the convenience of the users of this document and does not constitute an endorsement by ISO of the products. Equivalent products may be used if they can be shown to lead to the same results.
|
Published |
2021-06 |
Edition : 1 |
Number of pages : 22 |
Technical Committee |
85.060
Paper and board
;
87.080
Inks. Printing inks
;
37.100.20
Materials for graphic technology
|
| ISO 22934:2021 |
Graphic technology — Communication of offset ink properties |
This document specifies offset ink related properties which are intended to be communicated between ink supplier and the printer, and which are essential for the optimized print production planning and the intended use of the final product.
NOTE The final product is not necessarily the finished print product.
Aspects related to food safety and other safety requirements like children's toys safety are not part of the scope of this document.
|
Published |
2021-05 |
Edition : 1 |
Number of pages : 4 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 23498:2020 |
Graphic technology — Visual opacity of printed white ink |
This document specifies a method of measuring the visual opacity of printed specimens of white ink. It is applicable to printing opaque white ink on transparent and white or coloured opaque substrates.
|
Withdrawn |
2020-09 |
Edition : 1 |
Number of pages : 9 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 23498:2022 |
Graphic technology — Visual opacity of printed white ink |
This document specifies a method of measuring the visual opacity of printed specimens of white ink. It is applicable to printing opaque white ink on transparent and white or coloured opaque substrates.
|
Published |
2022-12 |
Edition : 2 |
Number of pages : 8 |
Technical Committee |
87.080
Inks. Printing inks
|
| ISO 1009:1992 |
Photography — Paper dimensions — Rolls for printers |
|
Withdrawn |
1992-01 |
Edition : 2 |
Number of pages : 5 |
Technical Committee |
37.040.20
Photographic paper, films and plates. Cartridges
;
37.100.20
Materials for graphic technology
|
| ISO 1009:2000 |
Photography — Paper dimensions — Rolls for printers |
This International Standard specifies the aim and tolerance values for the nominal widths of rolls of black-and-white
and colour photographic papers for use in contact and projection printers.
It also specifies splice parameters, core dimensions, requirements for winding, and package marking.
|
Published |
2000-12 |
Edition : 3 |
Number of pages : 8 |
Technical Committee |
37.040.20
Photographic paper, films and plates. Cartridges
;
37.100.20
Materials for graphic technology
|
| ISO 3772:1991 |
Photography — Film dimensions — Rolls for photocomposition |
|
Withdrawn |
1991-06 |
Edition : 2 |
Number of pages : 7 |
Technical Committee |
37.040.20
Photographic paper, films and plates. Cartridges
;
37.100.20
Materials for graphic technology
|
| ISO 6407:1992 |
Photography — Film dimensions — Graphic arts |
|
Withdrawn |
1992-01 |
Edition : 1 |
Number of pages : 7 |
Technical Committee |
37.040.20
Photographic paper, films and plates. Cartridges
;
37.100.20
Materials for graphic technology
|
| ISO 6408:1990 |
Photography — Paper dimensions — Rolls for photocomposition |
|
Withdrawn |
1990-12 |
Edition : 1 |
Number of pages : 7 |
Technical Committee |
37.040.20
Photographic paper, films and plates. Cartridges
;
37.100.20
Materials for graphic technology
|
| ISO 6716:1983 |
Graphic technology — Text-books and periodicals — Sizes of untrimmed sheets and trimmed pages |
|
Withdrawn |
1983-10 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
37.100.20
Materials for graphic technology
|
| ISO 7247:1993 |
Photography — Film dimensions — Film for documentary reproduction |
|
Withdrawn |
1993-09 |
Edition : 1 |
Number of pages : 8 |
Technical Committee |
37.040.20
Photographic paper, films and plates. Cartridges
;
37.100.20
Materials for graphic technology
|
| ISO 7272:1993 |
Photography — Paper dimensions — Paper for documentary reproduction |
|
Withdrawn |
1993-10 |
Edition : 1 |
Number of pages : 8 |
Technical Committee |
37.040.20
Photographic paper, films and plates. Cartridges
;
37.100.20
Materials for graphic technology
|
| ISO 11084-1:1993 |
Graphic technology — Register systems for photographic materials, foils and paper — Part 1: Three-pin systems |
Specifies the positions and dimensions for the pins and holes of three-pin register systems to achieve accurate positioning of originals, separations and printing plates on press and prepress equipment. Applies to punched materials, e.g. photographic materials, foils and papers; machines and devices for punching the above materials; machines and devices using register systems. Does not apply to punched metallic materials.
|
Published |
1993-04 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
37.100.20
Materials for graphic technology
|
| ISO 11084-2:2006 |
Graphic technology — Register systems for photographic materials, foils and paper — Part 2: Register pin systems for plate making |
ISO 11084-2:2006 specifies the shapes, dimensions and positions for the pins and holes of a register system used to achieve accurate image positioning on a printing forme during the plate-making operations undertaken during the printing forme preparation process. It is also applicable to plate-bending equipment and transfer systems required to convert between register pin systems.
ISO 11084-2:2006 is applicable to prepress pin registering system for plate making using printing formes equal to or larger than 420 mm by 594 mm (A2). It is applicable by analogy to the pin register systems of printing presses.
|
Published |
2006-06 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
37.100.20
Materials for graphic technology
|
| ISO 11312:1993 |
Photography — Film dimensions — Film for electronic scanner use |
|
Withdrawn |
1993-10 |
Edition : 1 |
Number of pages : 7 |
Technical Committee |
37.040.20
Photographic paper, films and plates. Cartridges
;
37.100.20
Materials for graphic technology
|
| ISO 11313:1994 |
Photography — Disposable cassettes containing photocomposition film and paper — Dimensions and related requirements |
|
Withdrawn |
1994-11 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
37.040.20
Photographic paper, films and plates. Cartridges
;
37.100.20
Materials for graphic technology
|
| ISO 15397:2014 |
Graphic technology — Communication of graphic paper properties |
ISO 15397:2014 specifies the list of relevant properties of paper substrates to be communicated between the paper and printing industries.
ISO 15397:2014 is applicable to papers intended to be printed in rotogravure, cold-set web offset, heat-set web offset, sheet-fed offset, and flexographic printing processes and to proofing substrates.
|
Published |
2014-02 |
Edition : 1 |
Number of pages : 12 |
Technical Committee |
37.100.20
Materials for graphic technology
|
| ISO/TS 19857:2021 |
Paper, board and printing inks – Printability – Laboratory test method for offset ink setting |
This document describes a laboratory test method, using an IGT1-type or a prüfbau2-type printability tester, for the preparation of specimens to evaluate the absorption rate of an ink on a substrate in offset lithography by setting-off the printed surface to an unprinted surface.
This method describes testing with an amount of ink simulating either single colour or multi-colour printing. The print and the set-off print (counter print) are made with interval times, between print and set-off, common for the target process.
This method evaluates a particular ink and substrate combination.
1These materials are available from IGT Testing Systems, www.igt.nl. This information is given for the convenience of the users of this document and does not constitute an endorsement by ISO of the products. Equivalent products may be used if they can be shown to lead to the same results.
2These materials are available from prüfbau, Dr.-Ing. H. Dürner GmbH, www.pruefbau.de. This information is given for the convenience of the users of this document and does not constitute an endorsement by ISO of the products. Equivalent products may be used if they can be shown to lead to the same results.
|
Published |
2021-06 |
Edition : 1 |
Number of pages : 22 |
Technical Committee |
85.060
Paper and board
;
87.080
Inks. Printing inks
;
37.100.20
Materials for graphic technology
|
| ISO 8028:1987 |
Rubber and/or plastics hose assemblies for airless paint spraying — Specification |
|
Withdrawn |
1987-06 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
87.100
Paint coating equipment
;
83.140.40
Hoses
|
| ISO 8028:1999 |
Rubber and/or plastics hoses and hose assemblies for airless paint spraying — Specification |
|
Withdrawn |
1999-07 |
Edition : 2 |
Number of pages : 4 |
Technical Committee |
87.100
Paint coating equipment
;
83.140.40
Hoses
|
| ISO 8028:2017 |
Rubber and/or plastics hoses and hose assemblies for airless paint spraying — Specification |
ISO 8028:2017 specifies the requirements for four types of hose and hose assemblies for use in airless paint spraying. The four types are differentiated by burst pressure and operating temperature, and can be constructed from rubber or plastic materials, or a combination of rubber and plastic material.
|
Published |
2017-11 |
Edition : 3 |
Number of pages : 8 |
Technical Committee |
87.100
Paint coating equipment
;
83.140.40
Hoses
|
| ISO/CD 8028 |
Rubber and/or plastics hoses and hose assemblies for airless paint spraying — Specification |
ISO 8028:2017 specifies the requirements for four types of hose and hose assemblies for use in airless paint spraying. The four types are differentiated by burst pressure and operating temperature, and can be constructed from rubber or plastic materials, or a combination of rubber and plastic material.
|
Under development |
|
Edition : 4 |
|
Technical Committee |
87.100
Paint coating equipment
;
83.140.40
Hoses
|
| 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 14688-1:2017 |
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 14688-2:2004/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 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 6805:1984 |
Rubber hoses and hose assemblies for underground mining — Wire reinforced hydraulic type for coal mining |
|
Withdrawn |
1984-12 |
Edition : 1 |
Number of pages : 4 |
Technical Committee |
83.140
Rubber and plastics products
;
73.100.30
Equipment for drilling and mine excavation
|
| 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 9994:2005/Amd 1:2008 |
Lighters — Safety specification — Amendment 1: Clarification of structural requirements |
|
Withdrawn |
2008-02 |
Edition : 4 |
Number of pages : 2 |
Technical Committee |
97.180
Miscellaneous domestic and commercial equipment
|
| 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 17892-5:2004 |
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 17892-7:2004 |
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
|