Soil Mechanics and Foundation Engineering - Engineering
Q1: If σ0' and σ' represent initial and increased pressure ; e0 and e void ratios corresponding to initial and increased pressure ; and C0 the compression index (dimensionless), then, the virgin compression curve as expressed by Terzaghi empirical formula isA
e = e0 + Cc log10 σ'/σ0'
B
e = e0 - Cc log10 σ'/σ0'
C
e0 = e - Cc log10 σ'/σ0'
D
e0 = e + Cc log10 σ0'/σ'
ANS:B - e = e0 - Cc log10 σ'/σ0' Cc= (e0-e)/log10(σ'/σ0). |
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