Explore topic-wise MCQs in Soil Mechanics.

This section includes 9 Mcqs, each offering curated multiple-choice questions to sharpen your Soil Mechanics knowledge and support exam preparation. Choose a topic below to get started.

1.

The coefficient of consolidation from square root of time fitting method is calculated from the equation _________

A. (c_v= frac{(T_v)_{90} d^2}{t_{90}} )
B. (c_v= frac{(t_{90})_{90} d^2}{T_{90}} )
C. (c_v= frac{(T_v)_{90} d}{T_{90}} )
D. (c_v= frac{(T_v)_{90} d^3}{t_{90}} )
Answer» B. (c_v= frac{(t_{90})_{90} d^2}{T_{90}} )
2.

The consolidation between Ro and Rc is called ______________

A. initial consolidation
B. corrected zero reading
C. secondary consolidation
D. initial zero reading
Answer» B. corrected zero reading
3.

From the practical data, in square root of time fitting, ______ curve is plotted.

A. time t in abscissa and dial reading R in Ordinate
B. t<sup>2</sup> in abscissa and dial reading R in Ordinate
C. root of time t in abscissa and dial reading R in Ordinate
D. t<sup>3</sup> in abscissa and dial reading R in Ordinate
Answer» D. t<sup>3</sup> in abscissa and dial reading R in Ordinate
4.

The use of square root of fitting method was suggested by ________

A. Terzaghi
B. Taylor
C. Darcy
D. Skempton
Answer» C. Darcy
5.

The abscissa at U=90% is roughly equal to ________ times the abscissa at U=60%.

A. 0
B. 1.10
C. 1.15
D. 1.00
Answer» D. 1.00
6.

The curve is straight up to _______________

A. U = 60%
B. U = 65%
C. U = 70%
D. U = 55%
Answer» B. U = 65%
7.

The square root of time fitting method the theoretical graph is plotted between _____

A. ( sqrt{T_v} ) is abscissa and U is ordinate
B. U is abscissa and ( sqrt{T_v} ) is abscissa
C. Tv is abscissa and U is ordinate
D. ( sqrt[3]{T_v} ) is abscissa and U is ordinate
Answer» B. U is abscissa and ( sqrt{T_v} ) is abscissa
8.

The coefficient of consolidation can be found by _____________

A. square root of time fitting method only
B. logarithm of time fitting method only
C. both square root of time fitting and logarithm of time fitting method
D. no method is available
Answer» D. no method is available
9.

The coefficient of consolidation can be determined by comparing characteristics of _______

A. time factor T<sub>v</sub> and degree of consolidation U
B. degree of consolidation U and pore pressure u
C. pore pressure u and effective pressure
D. effective pressure and total pressure
Answer» B. degree of consolidation U and pore pressure u