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O B. 245 %, 0.872 , 6.75; respectively. O C. 345 %, 0.072 , 5.75; respectively O D. 355 %, 0.0072 , 5.77; respectively. QUESTION 7 Given: - Total Mass = 18.18 kg - Total Volume 0.009 m3 -Dry Mass = 16.13 kg -Specific Gravity of Solids 2.7 %3D %3D %3D Find: -Water Content and volume of air. Then choose the correct answers.

O B. 245 %, 0.872 , 6.75; respectively. O C. 345 %, 0.072 , 5.75; respectively O D. 355 %, 0.0072 , 5.77; respectively. QUESTION 7 Given: - Total Mass = 18.18 kg - Total Volume 0.009 m3 -Dry Mass = 16.13 kg -Specific Gravity of Solids 2.7 %3D %3D %3D Find: -Water Content and volume of air. Then choose the correct answers.

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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A fine-grained soil has a liquid limit of 400% and a plastic limit of 55%. The natural water content of the soil in the field is 80% and the clay content is 60%. The plasticity index, the liquidity index, and the activity are O A. 344 %, 0.079 , 5.65; respectively O B. 245 %, 0.872 , 6.75; respectively. O C. 345 %, 0.072 , 5.75; respectively. O D. 355 %, 0.0072 , 5.77; respectively. QUESTION 7 Given: - Total Mass = 18.18 kg -Total Volume = 0.009 m3 -Dry Mass = 16.13 kg -Specific Gravity of Solids 2.7 %3D %3D Find: -Water Content and volume of air. Then choose the correct answers. O A. W.C = 12.7 % and Va = 0.00098 m3 O B. W.C = 11.7 % and Va = 0.00898 m3 O C. W.C = 12.0 % and Va = 0.00998 m3 O D. W.C = 10.7 % and Va = 0.000098 m3
Transcribed Image Text:A fine-grained soil has a liquid limit of 400% and a plastic limit of 55%. The natural water content of the soil in the field is 80% and the clay content is 60%. The plasticity index, the liquidity index, and the activity are O A. 344 %, 0.079 , 5.65; respectively O B. 245 %, 0.872 , 6.75; respectively. O C. 345 %, 0.072 , 5.75; respectively. O D. 355 %, 0.0072 , 5.77; respectively. QUESTION 7 Given: - Total Mass = 18.18 kg -Total Volume = 0.009 m3 -Dry Mass = 16.13 kg -Specific Gravity of Solids 2.7 %3D %3D Find: -Water Content and volume of air. Then choose the correct answers. O A. W.C = 12.7 % and Va = 0.00098 m3 O B. W.C = 11.7 % and Va = 0.00898 m3 O C. W.C = 12.0 % and Va = 0.00998 m3 O D. W.C = 10.7 % and Va = 0.000098 m3
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