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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 log10t1 |
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 | |