Explore topic-wise MCQs in Soil Mechanics.

This section includes 10 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.

For a soil at a given void ratio, the coefficient of compressibility _____________

A. increases with increase in magnitude of consolidating pressure
B. increases with decreases in magnitude of consolidating pressure
C. decreases with increase in magnitude of consolidating pressure
D. decreases with increase in magnitude of hydrostatic pressure
Answer» B. increases with decreases in magnitude of consolidating pressure
2.

The secondary consolidation is represented by __________

A. \(∆e = -α *⁡\frac{t_1}{t_2}\)
B. \(∆e = -α log_{10}⁡\frac{t_2}{t_1}\)
C. \(∆e = -log_{10}⁡\frac{t_1}{t_2}\)
D. ∆e = α log10⁡t1
Answer» C. \(∆e = -log_{10}⁡\frac{t_1}{t_2}\)
3.

Secondary consolidation may not constitute a substantial percentage of total settlement for __________

A. highly organic soils
B. inorganic soil
C. highly micaceous soils
D. gyttja
Answer» C. highly micaceous soils
4.

Secondary compression proceeds linearly with ________

A. root of time
B. square of time
C. logarithm of time
D. cube of time
Answer» D. cube of time
5.

Secondary consolidation starts in the range of primary consolidation itself.

A. True
B. False
Answer» B. False
6.

Terzaghi’s theory of consolidation is invalid for ________

A. pre-consolidation
B. under- consolidation
C. secondary consolidation
D. normal- consolidation
Answer» D. normal- consolidation
7.

In many soil deposits, the secondary consolidation is neglected.

A. True
B. False
Answer» B. False
8.

There is plastic readjustment of soil particles during _____________

A. pre-consolidation
B. secondary consolidation
C. under- consolidation
D. normal- consolidation
Answer» C. under- consolidation
9.

Secondary consolidation is also known as __________

A. pre-consolidation
B. secondary compression
C. under- consolidation
D. normal- consolidation
Answer» C. under- consolidation
10.

Even after the excess pore pressure due to consolidation is dissipated, change in void ratio continues and this phenomenon is known as _____________

A. secondary consolidation
B. pre-consolidation
C. under- consolidation
D. normal- consolidation
Answer» B. pre-consolidation