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: Mass of dish and displaced mercury: Mass of dry soil and moisture can: Volume of wet soil: 132.4 g 486.1 g 58.2 g 32.4 cm³ 3a. What is the volume of the dried soil particle? 3b. What is the shrinkage limit? 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%? 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: Mass of dish and displaced mercury: Mass of dry soil and moisture can: Volume of wet soil: 132.4 g 486.1 g 58.2 g 32.4 cm³ 3a. What is the volume of the dried soil particle? 3b. What is the shrinkage limit? 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%? 3d. What is the consistency index? 3e. What is the shrinkage ratio? 3f. What is the specific gravity of the soil?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Situation 3: Consider the following shrinkage
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:
limit test using mercury.
16.5 g
72.3 g
132.4 g
486.1 g
58.2 g
32.4 cm³
3a. What is the volume of the dried soil particle?
3b. What is the shrinkage limit?
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%?
3d. What is the consistency index?
3e. What is the shrinkage ratio?
3f. What is the specific gravity of the soil?](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb1e18c31-2398-4722-a519-21664cd5f7be%2F13f61cfa-e0c8-4c8e-ab30-ac2e239902db%2Fgtid4pw_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Situation 3: Consider the following shrinkage
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:
limit test using mercury.
16.5 g
72.3 g
132.4 g
486.1 g
58.2 g
32.4 cm³
3a. What is the volume of the dried soil particle?
3b. What is the shrinkage limit?
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%?
3d. What is the consistency index?
3e. What is the shrinkage ratio?
3f. What is the specific gravity of the soil?
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