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For a soil sample in a natural condition, void ratio (e) is 0.67, degree of saturation (S) is 75%, Gs=2.7, calculate: ) dry unit weight b) total unit weight c) saturated unit weight d) initial water content and water content at saturation. f) if the void ratio was reduced to 0.5, what will be the final specific gravity. D a. 15.86 kN/m3. 18.81 kN/m3.19.75 kN/m3.0.166.0.248. 2.7 respectively O b. 15.86 kN/m3, 15.86 kN/m3.15.86 kN/m3.0.166.0.238, 2.67 respectively

For a soil sample in a natural condition, void ratio (e) is 0.67, degree of saturation (S) is 75%, Gs=2.7, calculate: ) dry unit weight b) total unit weight c) saturated unit weight d) initial water content and water content at saturation. f) if the void ratio was reduced to 0.5, what will be the final specific gravity. D a. 15.86 kN/m3. 18.81 kN/m3.19.75 kN/m3.0.166.0.248. 2.7 respectively O b. 15.86 kN/m3, 15.86 kN/m3.15.86 kN/m3.0.166.0.238, 2.67 respectively

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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For a soil sample in a natural oondition, void ratio (e) is 0.67, degree of saturation (S) is 75%, Gs=2.7, calculate: a) dry unit weight b) total unit weight c) saturated unit weight d) initial water content and water content at saturation. f) if the void ratio was reduced to 0.5, what will be the final specific gravity. a. 15.86 kN/m3. 18.81 kN/m3.19.75 kN/m3.0.166,0.248. 2.7 respectively O b. 15.86 kN/m3, 15.86 kN/m3.15.86 kN/m3.0.166,0.238, 2.67 respectively O c. 15.86 kN/m3. 18.81 kN/m3.19.79 kN/m3.0.186.0.248, 2.7 respectively O d. 15.84 kN/m3. 15.46 kN/m3.15.26 kN/m3.0.186.0.248. 2.7 respectively Clear my choice
Transcribed Image Text:For a soil sample in a natural oondition, void ratio (e) is 0.67, degree of saturation (S) is 75%, Gs=2.7, calculate: a) dry unit weight b) total unit weight c) saturated unit weight d) initial water content and water content at saturation. f) if the void ratio was reduced to 0.5, what will be the final specific gravity. a. 15.86 kN/m3. 18.81 kN/m3.19.75 kN/m3.0.166,0.248. 2.7 respectively O b. 15.86 kN/m3, 15.86 kN/m3.15.86 kN/m3.0.166,0.238, 2.67 respectively O c. 15.86 kN/m3. 18.81 kN/m3.19.79 kN/m3.0.186.0.248, 2.7 respectively O d. 15.84 kN/m3. 15.46 kN/m3.15.26 kN/m3.0.186.0.248. 2.7 respectively Clear my choice
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