Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion
Discussion Forum : Soil Mechanics and Foundation Engineering - Section 2 (Q.No. 32)
32.
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 is
Discussion:
4 comments Page 1 of 1.
Vivek said:
4 years ago
Ef - Ei.
So the ans is A.
So the ans is A.
DPU said:
5 years ago
Cc= (e0-e)/log10(σ'/σ0).
e0= e + log10(σ'/σ0).
So, the answer is (B).
e0= e + log10(σ'/σ0).
So, the answer is (B).
Hisham said:
6 years ago
Cc = e0-ef/log (p'/p'0) = slope of e-log p curve. Solving for eo we get option B.
(1)
Vkv said:
6 years ago
Explain how?
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