Worked Examples | Print this page |
Example 2: Results of
![]() Sample1 Sample2 Confining pressure ---------------- 4.8 kg/cm2 6.3 kg/cm2 Axial stress at failure -------------- 6.8 kg/cm2 9.3 kg/cm2 Pore water pressure at failure --- 3.8 kg/cm2 4.8 kg/cm2 Solution: For sample 1:
![]() For sample 2: ![]() From the plot, one can obtain |
|