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c. Determine the dry density of the soll if it has a vold ratio of 0.72. . A fine-grained soil is found to have a liquid limit of 90% and a plasticity index of 51. The natural water content is 28%. a. Determine the consistency index of the natural soil. b. Classify the soil using USCS. Classifu the soil ucing A ASHTO Systom

c. Determine the dry density of the soll if it has a vold ratio of 0.72. . A fine-grained soil is found to have a liquid limit of 90% and a plasticity index of 51. The natural water content is 28%. a. Determine the consistency index of the natural soil. b. Classify the soil using USCS. Classifu the soil ucing A ASHTO Systom

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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ine the dry density of the soll 1f it has a V8ld ratið öf U.7 4. A fine-grained soil is found to have a liquid limit of 90% and a plasticity index of 51. The natural water content is 28%. a. Determine the consistency index of the natural soil. b. Classify the soil using USCS. c. Classify the soil using AASHTO System
Transcribed Image Text:ine the dry density of the soll 1f it has a V8ld ratið öf U.7 4. A fine-grained soil is found to have a liquid limit of 90% and a plasticity index of 51. The natural water content is 28%. a. Determine the consistency index of the natural soil. b. Classify the soil using USCS. c. Classify the soil using AASHTO System
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