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1. |
In terms of compression index and voids ratio for normally consolidated soil, the final settlement is _________ |
A. | ( _f=Hlog_{10} frac{ }{ _0} ) |
B. | ( _f=H frac{C_c}{1+e_o} log_{10} frac{ }{ _0} ) |
C. | ( _f= frac{C_c}{1+e_o} log_{10} frac{ }{ _0} ) |
D. | ( _f=H frac{1}{1+e_o} log_{10} frac{ }{ _0} ) |
Answer» C. ( _f= frac{C_c}{1+e_o} log_{10} frac{ }{ _0} ) | |