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RVUNL_CE_Quiz 85
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Question 1
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)
Question 2
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:
Question 3
The internal angle of friction of a soil is 30 degree. What is the active earth pressure coefficient for the soil mass?
Question 4
As the cohesion of a soil increases
Question 5
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
Question 6
Which of the following represents expression for the passive earth pressure?
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AE & JE ExamsAug 18AE & JE Exams