4) Soil strength (10%)
The result of two CD triaixial tests is as follows:σ3 = 70 kPa, deviator stress at failure
= 130 kPa;σ3 = 160 kPa, deviator stress at failure = 223.5 kPa; please find c andΦ
4) Soil strength (10%)
The result of two CD triaixial tests is as follows:σ3 = 70 kPa, deviator stress at failure
= 130 kPa;σ3 = 160 kPa, deviator stress at failure = 223.5 kPa; please find c andΦ