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The angle of internal friction (i.e., ) was measured from consolidated drained (1.e., CD) tests on two soils; Soil A (well-graded sand) and Soil B (uniform sand). Which one these two soils will have a higher angle of internal friction. (1): Sample A (well-graded sand) (ii) Sample B (uniform sand)

The angle of internal friction (i.e., ) was measured from consolidated drained (1.e., CD) tests on two soils; Soil A (well-graded sand) and Soil B (uniform sand). Which one these two soils will have a higher angle of internal friction. (1): Sample A (well-graded sand) (ii) Sample B (uniform sand)

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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The angle of internal friction (i.e.. d) was measured from consolidated drained (1.e., CD) tests on two soils; Soil A (well-graded sand) and Soil B (uniform sand). Which one these two soils will have a higher angle of internal friction. (i): Sample A (well-graded sand) (ii) Sample B (uniform sand)
Transcribed Image Text:The angle of internal friction (i.e.. d) was measured from consolidated drained (1.e., CD) tests on two soils; Soil A (well-graded sand) and Soil B (uniform sand). Which one these two soils will have a higher angle of internal friction. (i): Sample A (well-graded sand) (ii) Sample B (uniform sand)
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