Soil Mechanics and Foundation Engineering - Section 1 (1)
Soil Mechanics and Foundation Engineering - Section 1
Here in this portion, you will get all the
basic and important MCQs which are based on this topic.
| 1. | The weight of a pycnometer containing 400 g sand and water full to the top is 2150 g. The weight of pycnometer full of clean water is 1950 g. If specific gravity of the soil is 2.5, the water content is |
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Answer: Option D Explanation: No answer description available for this question. Let us discuss. |
| 2. | Geologic cycle for the formation of soil, is |
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Answer: Option D Explanation: No answer description available for this question. Let us discuss. |
| 3. | Pick up the correct statement from the following: |
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Answer: Option B Explanation: No answer description available for this question. Let us discuss. |
| 4. | Failure of the stability of slopes, generally occurs along |
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Answer: Option C Explanation: No answer description available for this question. Let us discuss. |
| 5. | The relationship between void ratio (e) and porosity ratio (n) is : |
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Answer: Option D Explanation: No answer description available for this question. Let us discuss. |
| 6. | A coarse-grained soil has a voids ratio 0.75, and specific gravity as 2.75. The critical gradient at which quick sand condition occurs, is |
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Answer: Option D Explanation: No answer description available for this question. Let us discuss. |
| 7. | The fluid generally used for grouting is |
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Answer: Option E Explanation: No answer description available for this question. Let us discuss. |
| 8. | The liquidity index is defined as a ratio expressed as percentage of |
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Answer: Option B Explanation: No answer description available for this question. Let us discuss. |