722617

ASTM D6243-98

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

standard by ASTM International , 03/10/1998

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Full Description

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.

 

Product Details

Published:
03/10/1998
Number of Pages:
6
File Size:
1 file , 85 KB
Note:
This product is unavailable in Russia, Ukraine, Belarus
 

Document History

  1. ASTM D6243/D6243M-20


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

    • Most Recent

  2. ASTM D6243/D6243M-16


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

    • Historical Version

  3. ASTM D6243/D6243M-13a


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

    • Historical Version

  4. ASTM D6243-13


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

    • Historical Version

  5. ASTM D6243-09


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

    • Historical Version

  6. ASTM D6243-08


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

    • Historical Version

  7. ASTM D6243-06


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

    • Historical Version

  8. ASTM D6243-98

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

    • Historical Version