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Question 1: What geotechnical factor is used to assess liquefaction potential during an earthquake in areas with sandy soils?

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Question 2: Why is it important to measure the CBR (California Bearing Ratio) in evaluating the soil's ability to support a foundation?

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Question 3: What is the primary purpose of performing a bearing capacity analysis for a foundation design?

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Question 4: What does the dynamic load test for a pile foundation primarily evaluate in the context of foundation design?

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Question 5: How does the consolidation behavior of soil affect the long-term stability of foundations in clayey soils?

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Question 6: How does a geotechnical engineer assess the risk of soil liquefaction in an earthquake-prone area during site analysis?

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