Click here to purchase

1.1 This test method defines equipment specifications and testing procedures for the measurement of constant volume strength and stress-strain characteristics of cohesive soils after one-dimensional consolidation using a constant rate of simple shear deformation mode of loading. The constant volume condition is equivalent to the undrained condition for saturated specimens.

Product Details

Published:
08/01/2017
Number of Pages:
10
File Size:
1 file , 170 KB