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C. 22. Which of the following does not affect friction between soil particles? a. Mineralogy b. Particle shape Void ratio d. None 23. As a geotechnical engineer, you are requested to assess the shear strength of a clayey soil after 50 years under an embankment. What lab test would you recommend from the following? a. UU b. CD C. UD d. UC

C. 22. Which of the following does not affect friction between soil particles? a. Mineralogy b. Particle shape Void ratio d. None 23. As a geotechnical engineer, you are requested to assess the shear strength of a clayey soil after 50 years under an embankment. What lab test would you recommend from the following? a. UU b. CD C. UD d. UC

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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C. 22. Which of the following does not affect friction between soil particles? a. Mineralogy b. Particle shape Void ratio d. None 23. As a geotechnical engineer, you are requested to assess the shear strength of a clayey soil after 50 years under an embankment. What lab test would you recommend from the following? a. UU b. CD C. UD d. UC
Transcribed Image Text:C. 22. Which of the following does not affect friction between soil particles? a. Mineralogy b. Particle shape Void ratio d. None 23. As a geotechnical engineer, you are requested to assess the shear strength of a clayey soil after 50 years under an embankment. What lab test would you recommend from the following? a. UU b. CD C. UD d. UC
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