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} )


Discussion

No Comment Found