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Situation 3: Consider the following shrinkage limit test using mercury. Mass of moisture can: 16.5 g 72.3 g Mass of wet soil and moisture can: Mass of dish: 132.4 g 486.1 g 58.2 g 32.4 cm³ Mass of dish and displaced mercury: Mass of dry soil and moisture can: Volume of wet soil: 3a. What is the volume of the dried sail particle 3b. What is the shrinkage limite 3c. If the liquid limit is 48% and the plasticity index is 18%, what is the liquidity index of the soil considering a natural water content of 16.4% 70 3d. What is the consistency index? 3e. What is the shrinkage ratio? 3f. What is the specific gravity of the soil?

Situation 3: Consider the following shrinkage limit test using mercury. Mass of moisture can: 16.5 g 72.3 g Mass of wet soil and moisture can: Mass of dish: 132.4 g 486.1 g 58.2 g 32.4 cm³ Mass of dish and displaced mercury: Mass of dry soil and moisture can: Volume of wet soil: 3a. What is the volume of the dried sail particle 3b. What is the shrinkage limite 3c. If the liquid limit is 48% and the plasticity index is 18%, what is the liquidity index of the soil considering a natural water content of 16.4% 70 3d. What is the consistency index? 3e. What is the shrinkage ratio? 3f. What is the specific gravity of the soil?

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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Situation 3: Consider the following shrinkage limit test using mercury. Mass of moisture can: Mass of wet soil and moisture can: Mass of dish: Mass of dish and displaced mercury: Mass of dry soil and moisture can: Volume of wet soil: 16.5 g 72.3 g 132.4 g 486.1 g 58.2 g 32.4 cm² 3a. What is the volume of the dried soil particle? 3b. What is the shrinkage limite 3c. If the liquid limit is 48% and the plasticity index is 18%, what is the liquidity index of the soil considering a natural water content of 16.4%² 3d. What is the consistency index? 3e. What is the shrinkage ratio ? 3f. What is the specific gravity of the soil? 70
Transcribed Image Text:Situation 3: Consider the following shrinkage limit test using mercury. Mass of moisture can: Mass of wet soil and moisture can: Mass of dish: Mass of dish and displaced mercury: Mass of dry soil and moisture can: Volume of wet soil: 16.5 g 72.3 g 132.4 g 486.1 g 58.2 g 32.4 cm² 3a. What is the volume of the dried soil particle? 3b. What is the shrinkage limite 3c. If the liquid limit is 48% and the plasticity index is 18%, what is the liquidity index of the soil considering a natural water content of 16.4%² 3d. What is the consistency index? 3e. What is the shrinkage ratio ? 3f. What is the specific gravity of the soil? 70
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