Civil Engineering : Soil Mechanics And Foundation QUESTIONS AND ANSWERS :: part4 : 21 to 25
Following Civil Engineering Multiple choice objective type questions and answers will help you in BSNL JTO, GATE 2024 and IES 2024 examinations :
21.If the shearing stress is zero on two planes, then the angle between the two planes is |
45� |
90� |
135� |
225� |
22.In a deposit of normally consolidated clay |
effective stress increases with depth but water content of soil and un-drained strength decrease with depth |
effective stress and water content increase with depth but undrained strength decreases with depth |
effective stress and undrained strength increase with depth but water content decreases with depth |
effective stress, water content and undrained strength decrease with depth |
23.Skempton's pore pressure coefficient B for saturated soil is |
1 |
zero |
between 0 and 1 |
greater than 1 |
24.The shear strength of a soil |
is directly proportional to the angle of internal friction of the soil |
is inversely proportional to the angle of internal friction of the soil |
decreases with increase in normal stress |
decreases with decrease in normal stress |
More Soil Mechanics And Foundation QUESTIONS AND ANSWERS available in next pages
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