Given that for an over-consolidated clay soil deposit, the pressure under which the deposit has been fully consolidated in the past is 125 kN/m2, and the present overburden pressure is 75 kN/m2, the over-consolidation ratio of the soil deposit is (a) 75/125 (b) 50/75 (c) 125/75 (d) 200/75

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Given that for an over-consolidated clay soil
deposit, the pressure under which the deposit
has been fully consolidated in the past is
125 kN/m2, and the present overburden pressure
is 75 kN/m2, the over-consolidation ratio of the
soil deposit is
(a) 75/125
(b) 50/75
(c) 125/75
(d) 200/75
Transcribed Image Text:Given that for an over-consolidated clay soil deposit, the pressure under which the deposit has been fully consolidated in the past is 125 kN/m2, and the present overburden pressure is 75 kN/m2, the over-consolidation ratio of the soil deposit is (a) 75/125 (b) 50/75 (c) 125/75 (d) 200/75
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