ASTM D6243-98

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

STANDARD published on 10.3.1998

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The information about the standard:

Designation standards: ASTM D6243-98
Note: WITHDRAWN
Publication date standards: 10.3.1998
SKU: NS-34368
The number of pages: 6
Approximate weight : 18 g (0.04 lbs)
Country: American technical standard
Category: Technical standards ASTM

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Annotation of standard text ASTM D6243-98 :

Keywords:

coefficient of friction, direct shear, GCL, interface shear resistance, performance test, shear resistance, ICS Number Code 19.060 (Mechanical testing)

Additional information

1. Scope

1.1 This 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 displacement or constant stress.

2. Referenced Documents

D2487-17(2025)	Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)
D6072-08	Standard Practice for Obtaining Samples of Geosynthetic Clay Liners
D653-26a	Standard Terminology Relating to Soil, Rock, and Contained Fluids (Includes all amendments and changes 6/15/2026).
D1557-12(2021)	Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3))
D2435-04	Standard Test Methods for One-Dimensional Consolidation Properties of Soils Using Incremental Loading
D698-12(2021)	Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3 (600 kN-m/m3))
D3080-04	Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions
D3740-26	Standard Practice for Minimum Requirements for Agencies Engaged in Testing of Soil and Rock as Used in Engineering Design and Construction
D4439-25a	Standard Terminology for Geosynthetics (Includes all amendments and changes 9/30/2025).

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