All Questions

0
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865
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1
answer
A triaxial shear test is prefered to direct shear test, because
updated 10 years ago by Civil Engineer
0
votes
862
views
1
answer
'Talus' is the soil transported by
updated 10 years ago by Civil Engineer
0
votes
2639
views
1
answer
On wetting, cohesive soils,
updated 10 years ago by Civil Engineer
0
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874
views
1
answer
The intensity of active earth pressure at a depth of 10 metres in dry cohesionless sand with an angle of internal friction of 30° and with a weight of 1.8 t/m3, is
updated 10 years ago by Civil Engineer
0
votes
926
views
1
answer
Which one of the following statements is true for Mohr-Coulomb envelope ?
updated 10 years ago by Civil Engineer
0
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1540
views
1
answer
A structure is erected on an impervious clay whose thickness is 12 m. Drainage is possible both at upper and lower surfaces. Coefficient of consolidation is 0.015 cm2 per minute. For attaining 50% consolidation with a time factor 0.20, the number of days required
updated 10 years ago by Civil Engineer
0
votes
888
views
1
answer
If water content of a soil is 40%, G is 2.70 and void ratio is 1.35, the degree of saturation is
updated 10 years ago by Civil Engineer
0
votes
874
views
1
answer
If voids ratio is 0.67, water content is 0.188 and specific gravity is 2.68, the degree of saturation of the soil, is
updated 10 years ago by Civil Engineer
0
votes
893
views
1
answer
The neutral stress in a soil mass is
updated 10 years ago by Civil Engineer
0
votes
843
views
1
answer
A flow net may be utilised for the determination of
updated 10 years ago by Civil Engineer
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