Stability of Slopes
Course: Foundation Engineering Mcqs — Practice MCQs, solutions, formulas & past entrance questions.
Chapter:
stability-of-slopes (Click to view content)
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1. According to Bennet, non-circular slip surface may arise in _______ |
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2. In Hilf’s equation ‘u = pa Δ / (va + hc γw – Δ)’, hc refers to ______ |
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3. The factor of safety Fc with respect to cohesive strength is based on assumption that _______ |
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4. The ratio of total depth to depth H is called _____ |
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5. In rectangular plot method if re are n-slices, total number of ordinates will be ________ |
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6. If soil properties for all identical depths below surface are constant, it is a _____ |
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7. In friction circle method, it is assumed that resultant reaction is _______ to friction circle. |
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8. Which of following quantity is called as Taylor’s stability number? |
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9. A basic type of failure at a finite slope may occur due to _______ |
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10. In stability computation, curve representing real surface of sliding is usually replaced by _______ |
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Sub-Soil Exploration and Stabilization of Soils
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Stability of Slopes
This chapter of Foundation engineering focus specially on mcqs covering almost all topics where students can practice from various multiple choice exams.
Topics
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