1.1?Fine-grained soils in this Test Method are restricted to soils containing no more than 15 % fine sand (100 % passing the 425 ��m (No. 40) sieve and no more than 15 % retained on the 75 ��m (No. 200) sieve).A Summary of Changes section appears at the end of this standard. 1.
ASTM D6467-21 history
2021ASTM D6467-21e1 Standard Test Method for Torsional Ring Shear Test to Determine Drained Residual Shear Strength of Fine-Grained Soils
2021ASTM D6467-21 Standard Test Method for Torsional Ring Shear Test to Determine Drained Residual Shear Strength of Fine-Grained Soils
2013ASTM D6467-13e1 Standard Test Method for Torsional Ring Shear Test to Determine Drained Residual Shear Strength of Cohesive Soils
2013ASTM D6467-13 Standard Test Method for Torsional Ring Shear Test to Determine Drained Residual Shear Strength of Cohesive Soils
2006ASTM D6467-06a Standard Test Method for Torsional Ring Shear Test to Determine Drained Residual Shear Strength of Cohesive Soils
2006ASTM D6467-06 Standard Test Method for Torsional Ring Shear Test to Determine Drained Residual Shear Strength of Cohesive Soils
1999ASTM D6467-99 Standard Test Method for Torsional Ring Shear Test to Determine Drained Residual Shear Strength of Cohesive Soils