All Questions

0
votes
929
views
1
answer
The pressure that builds up in pore water due to load increment on the soil, is termed
updated 11 years ago by Civil Engineer
0
votes
933
views
1
answer
Through a point in a loaded soil mass, there exists n typical planes mutually orthogonal on which the stress is wholly normal and no shear stress acts, if n is
updated 11 years ago by Civil Engineer
0
votes
955
views
1
answer
A direct shear test possesses the following disadvantage:
updated 11 years ago by Civil Engineer
0
votes
942
views
1
answer
The bearing capacity of a soil depends upon
updated 11 years ago by Civil Engineer
0
votes
934
views
1
answer
The porosity of the soil sample stated in Q. No. 213, is
updated 11 years ago by Civil Engineer
0
votes
926
views
1
answer
The length/diameter ratio of cylindrical specimens used in triaxial test, is generally
updated 11 years ago by Civil Engineer
0
votes
939
views
1
answer
The degree of saturation of the soil sample stated in Question No. 11.243, is
updated 11 years ago by Civil Engineer
0
votes
931
views
1
answer
The density of soil can be increased
updated 11 years ago by Civil Engineer
0
votes
1072
views
1
answer
The plasticity of fine soils may be assessed by means of
updated 11 years ago by Civil Engineer
0
votes
952
views
1
answer
A grillage foundation
updated 11 years ago by Civil Engineer
1 … 132 133 134 135 136 … 240