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ASTM D 6243/D6243M : 2016 : REDLINE

ASTM D 6243/D6243M : 2016 : REDLINE

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by
superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

Standard Test Method for Determining the Internal and Interface Shear Strength of Geosynthetic Clay Liner by the Direct Shear Method

Available format(s)

PDF

Superseded date

08-26-2020

Language(s)

English

Published date

01-01-2016

Publisher

American Society for Testing and Materials

CONTAINED IN VOL. 04.13, 2017 Defines a procedure for determining the internal shear resistance of a Geosynthetic Clay Liner (GCL) or the interface shear resistance between the GCL and an adjacent material under a constant rate of deformation.

1.1This test method covers a procedure for determining the internal shear resistance of a Geosynthetic Clay Liner (GCL) or the interface shear resistance between the GCL and an adjacent material under a constant rate of deformation.

1.2This test method is intended to indicate the performance of the selected specimen by attempting to model certain field conditions.

1.3This test method is applicable to all GCLs. Remolded or undisturbed soil samples can be used in the test device. See Test Method D5321/D5321M for interface shear testing of non-GCL geosynthetics.

1.4This test method is not suited for the development of exact stress-strain relationships within the test specimen due to the nonuniform distribution of shearing forces and displacement.

1.5The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.

1.6This standard 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 standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Committee
D 35
DevelopmentNote
Supersedes ASTM D 6243. (08/2013)
DocumentType
Redline
Pages
12
PublisherName
American Society for Testing and Materials
Status
Superseded
SupersededBy

ASTM D 7702/D7702M : 2014 : REDLINE Standard Guide for Considerations When Evaluating Direct Shear Results Involving Geosynthetics
ASTM D 5321/D5321M : 2017 : REDLINE TEST METHOD FOR DETERMINING THE SHEAR STRENGTH OF SOIL-GEOSYNTHETIC AND GEOSYNTHETIC-GEOSYNTHETIC INTERFACES BY DIRECT SHEAR
ASTM D 7931 : 2018 : REDLINE Standard Guide for Specifying Drainage Geocomposites
ASTM D 5889/D5889M : 2018 : REDLINE Standard Practice for Quality Control of Geosynthetic Clay Liners
ASTM D 6495/D6495M : 2018 : REDLINE Standard Guide for Acceptance Testing Requirements for Geosynthetic Clay Liners

ASTM D 3080/D3080M : 2011 : REDLINE Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions (Withdrawn 2020)
ASTM D 2435/D2435M : 2011 : REDLINE Standard Test Methods for One-Dimensional Consolidation Properties of Soils Using Incremental Loading
ASTM D 3740 : 2012-06 PRACTICE FOR MINIMUM REQUIREMENTS FOR AGENCIES ENGAGED IN TESTING AND/OR INSPECTION OF SOIL AND ROCK AS USED IN ENGINEERING DESIGN AND CONSTRUCTION
ASTM D 5321/D5321M : 2017 : REDLINE TEST METHOD FOR DETERMINING THE SHEAR STRENGTH OF SOIL-GEOSYNTHETIC AND GEOSYNTHETIC-GEOSYNTHETIC INTERFACES BY DIRECT SHEAR
ASTM D 698 : 2013-05 TEST METHODS FOR LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING STANDARD EFFORT (12400 FT-LBF/FT[3] (600 KN-M/M[3]))
ASTM D 4439 : 2017-08 TERMINOLOGY FOR GEOSYNTHETICS
ASTM D 653 : 2014 : REDLINE Standard Terminology Relating to Soil, Rock, and Contained Fluids

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