Soil Mechanics and Foundation Engineering
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- Subject
- Soil Mechanics and Foundation Engineeringcivil-engineering-mcqs › soil-mechanics-and-foundation-engineering
- Published
- 12 Jan 2019
- Last updated
- 28 May 2026
Explanation
The coefficient of consolidation for clays generally decreases as the liquid limit increases because higher liquid limits indicate softer, more compressible clays that consolidate more slowly.
More Soil Mechanics and Foundation Engineering MCQs
Practice related questions from the same subject.
- 1.Which of the following statements is accurate regarding soil unit weight?
- 2.Which of the following statements is accurate?
- 3.Which of the following statements is true regarding soil uniformity and its impact on strength and stability?
- 4.Which of the following statements about permeability is accurate?
- 5.Which of the following statements is accurate regarding the compressibility coefficient of clay?
- 6.Which of the following statements is incorrect?
- 7.During a consolidated drained shear test on normally consolidated clay, how does the volume of the soil specimen change?
- 8.Identify the statement that is incorrect regarding the effective angle of shearing resistance.
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