- Soil Mechanics and Foundation Engineering - Section 1
- Soil Mechanics and Foundation Engineering - Section 2
- Soil Mechanics and Foundation Engineering - Section 3
- Soil Mechanics and Foundation Engineering - Section 4
- Soil Mechanics and Foundation Engineering - Section 5
- Soil Mechanics and Foundation Engineering - Section 6


Soil Mechanics and Foundation Engineering - Engineering
Q1: The maximum value of effective stress in the past divided by the present value, is defined as over consolidation ratio (OCR). The O.C.R. of an over consolidated clay isA
less than 1
B
1
C
more than 1
D
None of these.
ANS:C - more than 1 Over-consolidation ratio (OCR)= (Maximum applied effective stress in past )/(Maximum applied effective stress in present). |


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