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2. A liquid limit test, conducted on a soil sample in the cup device, gave the following results: No. of Blows 10 27 40 19 45.2 23 39.8 Water Content (%) 60.0 36.5 25.2 Two determinations for the plastic limit gave water contents of 20.3% and 20.8%. Determine... a. The liquid limit and plastic limit b. The plasticity index c. The liquidity index if the natural water content is 27.4% d. The void ratio at the liquid limit if Gs = 2.7. If the soil is saturated and is loaded to failure, would you expect a brittle failure?

2. A liquid limit test, conducted on a soil sample in the cup device, gave the following results: No. of Blows 10 27 40 19 45.2 23 39.8 Water Content (%) 60.0 36.5 25.2 Two determinations for the plastic limit gave water contents of 20.3% and 20.8%. Determine... a. The liquid limit and plastic limit b. The plasticity index c. The liquidity index if the natural water content is 27.4% d. The void ratio at the liquid limit if Gs = 2.7. If the soil is saturated and is loaded to failure, would you expect a brittle failure?

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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2. A liquid limit test, conducted on a soil sample in the cup device, gave the following results: No. of Blows 10 27 40 19 45.2 23 39.8 Water Content (%) 60.0 36.5 25.2 Two determinations for the plastic limit gave water contents of 20.3% and 20.8%. Determine... a. The liquid limit and plastic limit b. The plasticity index c. The liquidity index if the natural water content is 27.4% d. The void ratio at the liquid limit if Gs = 2.7. If the soil is saturated and is loaded to failure, would you expect a brittle failure?
Transcribed Image Text:2. A liquid limit test, conducted on a soil sample in the cup device, gave the following results: No. of Blows 10 27 40 19 45.2 23 39.8 Water Content (%) 60.0 36.5 25.2 Two determinations for the plastic limit gave water contents of 20.3% and 20.8%. Determine... a. The liquid limit and plastic limit b. The plasticity index c. The liquidity index if the natural water content is 27.4% d. The void ratio at the liquid limit if Gs = 2.7. If the soil is saturated and is loaded to failure, would you expect a brittle failure?
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