1.1 This test method covers the measurement of peak and residual direct shear strength in a drained condition of in situ rock discontinuities as a function of stress normal to the sheared plane. This sheared plane is usually a significant discontinuity that may or may not be filled with gouge or soil-like material.
Product Details
- Published:
- 08/01/2012
- Number of Pages:
- 9
- File Size:
- 1 file , 360 KB
- Redline File Size:
- 2 files , 760 KB
