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ISO/TS 17892-12:2004

Withdrawn

Withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.

View Superseded by

Geotechnical investigation and testing Laboratory testing of soil Part 12: Determination of Atterberg limits

Available format(s)

Hardcopy , PDF , PDF 3 Users , PDF 5 Users , PDF 9 Users

Withdrawn date

30-05-2019

Superseded by

ISO 17892-12:2018

Published date

21-10-2004

€60.00
Excluding VAT

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.

DevelopmentNote
DRAFT ISO/DIS 17892-12 is also available for this standard. (11/2016)
DocumentType
Technical Specification
Pages
12
PublisherName
International Organization for Standardization
Status
Withdrawn
SupersededBy

UNI EN ISO 10772 : 2012 GEOTEXTILES - TEST METHOD FOR THE DETERMINATION OF THE FILTRATION BEHAVIOUR OF GEOTEXTILES UNDER TURBULENT WATER FLOW CONDITIONS
BS EN ISO 10772:2012 Geotextiles. Test method for the determination of the filtration behaviour of geotextiles under turbulent water flow conditions
10/30197694 DC : 0 BS EN ISO 10772 - TEST METHOD FOR THE DETERMINATION OF THE FILTRATION BEHAVIOUR OF GEOTEXTILES UNDER TURBULENT WATER FLOW CONDITIONS
EN ISO 14688-2:2018 Geotechnical investigation and testing - Identification and classification of soil - Part 2: Principles for a classification (ISO 14688-2:2017)
ISO 14688-2:2017 Geotechnical investigation and testing — Identification and classification of soil — Part 2: Principles for a classification
UNE-EN ISO 10772:2012 Geotextiles - Test method for the determination of the filtration behaviour of geotextiles under turbulent water flow conditions (ISO 10772:2012)
15/30329101 DC : 0 BS EN 16907-6 - EARTHWORKS - PART 6: LAND RECLAMATION WITH DREDGED HYDRAULIC FILL
ISO 19901-8:2014 Petroleum and natural gas industries — Specific requirements for offshore structures — Part 8: Marine soil investigations
CSA ISO 19901-8 : 2015 PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 8: MARINE SOIL INVESTIGATIONS
CSA ISO 19901-8:15 (R2020) Petroleum and natural gas industries — Specific requirements for offshore structures — Part 8: Marine soil investigations (Adopted ISO 19901-8:2014, first edition, 2014-12-01)
DIN EN ISO 10772:2012-12 GEOTEXTILES - TEST METHOD FOR THE DETERMINATION OF THE FILTRATION BEHAVIOUR OF GEOTEXTILES UNDER TURBULENT WATER FLOW CONDITIONS (ISO 10772:2012)
BS EN ISO 19901-8:2015 Petroleum and natural gas industries. Specific requirements for offshore structures Marine soil investigations
PREN 16907-6 : DRAFT 2015 EARTHWORKS - PART 6: LAND RECLAMATION WITH DREDGED HYDRAULIC FILL
15/30326284 DC : 0 BS EN 16907-2 - EARTHWORKS - PART 2: CLASSIFICATION OF MATERIALS
EN ISO 19901-8:2015 Petroleum and natural gas industries - Specific requirements for offshore structures - Part 8: Marine soil investigations (ISO 19901-8:2014)
EN ISO 10772:2012 Geotextiles - Test method for the determination of the filtration behaviour of geotextiles under turbulent water flow conditions (ISO 10772:2012)
13/30257183 DC : 0 BS EN ISO 19901-8 - PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 8: MARINE SOIL INVESTIGATIONS
I.S. EN ISO 19901-8:2015 PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 8: MARINE SOIL INVESTIGATIONS (ISO 19901-8:2014)
I.S. EN ISO 10772:2012 GEOTEXTILES - TEST METHOD FOR THE DETERMINATION OF THE FILTRATION BEHAVIOUR OF GEOTEXTILES UNDER TURBULENT WATER FLOW CONDITIONS (ISO 10772:2012)
I.S. EN ISO 14688-2:2018 GEOTECHNICAL INVESTIGATION AND TESTING - IDENTIFICATION AND CLASSIFICATION OF SOIL - PART 2: PRINCIPLES FOR A CLASSIFICATION (ISO 14688-2:2017)
ISO 10772:2012 Geotextiles - Test method for the determination of the filtration behaviour of geotextiles under turbulent water flow conditions

ISO/TS 17892-1:2004 Geotechnical investigation and testing Laboratory testing of soil Part 1: Determination of water content

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