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