1.1 This test method covers the determination of strength and stress-strain relationships of a cylindrical specimen of either an intact, reconstituted, or remolded saturated cohesive soil. Specimens are isotropically consolidated and sheared in compression without drainage at a constant rate of axial deformation (strain controlled).
Product Details
- Published:
- 04/01/2020
- Number of Pages:
- 14
- File Size:
- 1 file , 290 KB