Skempton’s pore pressure coefficient B for saturated soil is________________?

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Skempton’s pore pressure coefficient B for saturated soil is________________?

Options:

A . 1

B . zero

C . between 0 and 1

D . greater than 1

Answer: Option A
NO EXPLANATION IS AVAILABLE FOR THIS QUESTION!

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Question 1. Shear strength of a soil is a unique function of__________________?....

Question 2. Unconfmed compressive strength test is________________?....

Question 3. A cylindrical specimen of saturated soil failed under an axial vertical stress of 100kN/m2 when it was laterally unconfm....and angle of internal friction for the soil are respectively______________________?

Question 4. If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal....load, the inclination of the cracks to the horizontal is__________________?

Question 5. In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only....stress at constant cell pressure), the test is known as__________________?

Question 6. Sensitivity of a soil can be defined as___________________?....

Question 7. If the shearing stress is zero on two planes, then the angle between the two planes is________________?....

Question 8. The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is_______________....sand having an angle of internal friction of 30° is___________________?

Question 9. During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm2 to 0.26 N/mm2, the pore wate....N/mm2 to 0.15 “N/mm2. Skempton’s pore pressure parameter B is___________________?

Question 10. In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen....deviator stress) on the soil specimen produces shear stress on__________________?

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