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A saturated stiff clay has unit weight 2 gm/cm3 and unconfined compressive strength 2 kg/cm2. The depth of tension crack that would develop in this clay is_______.(Ka = 1)
Saturated unit weight of a soil is 20 KN/m3 and unit weight of water is 10 KN/m3. If the ground water table is at the surface of soil and lateral earth pressure coefficient of soil is 0.4, effective lateral stress at 10 m depth will be:
The internal angle of friction of a soil is 30 degree. What is the active earth pressure coefficient for the soil mass?
As the cohesion of a soil increases
Total thrust on the vertical face of a retaining wall of height h, per unit run exerted by the retained earth weighing w per unit volume and angle of repose is given by
Which of the following represents expression for the passive earth pressure?
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Tags :AE & JE Exams
Aug 18AE & JE Exams