The ultimate consolidation settlement of a soil is
(A) Directly proportional to the voids ratio
(B) Directly proportional to the compression index
(C) Inversely proportional to the compression index
(D) None of the above
(A) Directly proportional to the voids ratio
(B) Directly proportional to the compression index
(C) Inversely proportional to the compression index
(D) None of the above