Soil Mechanics And Foundation QUESTIONS AND ANSWERS

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

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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