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By referring to the figure B, calculate the dry unit weight for 2nd layer (depth below existing ground surface from 2m till 4.5m) 10 kg/m3 20 kN/m3 O 20 kg/m3 10 kN/m3 8 kN/m3

By referring to the figure B, calculate the dry unit weight for 2nd layer (depth below existing ground surface from 2m till 4.5m) 10 kg/m3 20 kN/m3 O 20 kg/m3 10 kN/m3 8 kN/m3

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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By referring to the figure B, calculate the dry unit weight for 2nd layer (depth below existing ground surface from 2m till 4.5m) 10 kg/m3 20 kN/m3 20 kg/m3 10 kN/m3 8 kN/m3 Figure B: Stress diagram Total Stress (a) Pore Water Pressure (u) Effective Stress (o') 26.2 kPa 26.2 kPa -2.0 m 71.2 kPa 25 kPa i) ?? kPa -4.5 m -9.0 m Vii) ?? kPa 70 kPa 90.3 kPa Figure B Stress diagram
Transcribed Image Text:By referring to the figure B, calculate the dry unit weight for 2nd layer (depth below existing ground surface from 2m till 4.5m) 10 kg/m3 20 kN/m3 20 kg/m3 10 kN/m3 8 kN/m3 Figure B: Stress diagram Total Stress (a) Pore Water Pressure (u) Effective Stress (o') 26.2 kPa 26.2 kPa -2.0 m 71.2 kPa 25 kPa i) ?? kPa -4.5 m -9.0 m Vii) ?? kPa 70 kPa 90.3 kPa Figure B Stress diagram
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