Consolidation of an undrained clay occurs at an effective pressure of 100 kPa and a shear stress of 40 kPa. The ratio of effective pressure to shear stress in drained clay is 2 to 1. If the shear stress at zero effective pressure, 1 o. is 10 kPa, what is the pore water pressure at failure? O A 10 кра О в 40 кра О с 53 кра OD 67 kPa

Structural Analysis
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Consolidation of an undrained clay occurs at an effective pressure of 100 kPa and a shear stress of 40 kPa. The ratio of effective pressure to shear stress in drained clay is 2 to 1. If the shear stress at zero effective pressure, To, is 10 kPa, what is the pore water pressure at failure?
A. 10 kPa
в. 40 кра 
с. 53 кра 
D. 67 kPa
Consolidation of an undrained clay occurs at an effective pressure of 100 kPa and a shear stress of 40 kPa. The ratio of effective pressure to
shear stress in drained clay is 2 to 1. If the shear stress at zero effective pressure, 1 o. is 10 kPa, what is the pore water pressure at failure?
O A 10 кра
О в 40 кра
О с 53 кра
OD 67 kPa
Transcribed Image Text:Consolidation of an undrained clay occurs at an effective pressure of 100 kPa and a shear stress of 40 kPa. The ratio of effective pressure to shear stress in drained clay is 2 to 1. If the shear stress at zero effective pressure, 1 o. is 10 kPa, what is the pore water pressure at failure? O A 10 кра О в 40 кра О с 53 кра OD 67 kPa
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