Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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A Soil sample has a porosity of 35%. The soil is 75% saturated and the specific gravity of soil solids is 2.68. Determine:
a. Void ratio
b. Dry Density
c. Bulk Density
d. Moisture Content
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- Soil mechanics question, please solvearrow_forwardThe liquid limit of the soil sample is about 65% with corresponding volume of 42 cc. When the water is added to the dry sample of this soil at 22% water content, the soil is just saturated having corresponding volume of 24.2 cc. The specific gravity of soil solids is A 2.65 B 2.88 C 2.79 D 2.74arrow_forwardSr B. ( A Soil Specimen has the following characteristics: % passing No.4 sieve = 85 % passing No.200 sieve = 11 D60 = 2 mm D30=0.35 mm D₁0 = 70 μm D8=2 μm L.L = 36% P.L = 31% 1. Classify the specimen according to the Unified Soil Classification System (USCS). Assign the group name and the group symbol. 2. Determine the soil activity. 3. Determine the soil Liquidity index and consistency index if wc = 26%.arrow_forward
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