- 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 compressibility of clays, is caused due to:A
expulsion of double layer water from in between the grains
B
sliping of particles to new positions of greater density
C
bending of particles as elastic sheets
D
all the above.
ANS:D - all the above.
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