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#6 #7 Layer I H₁ = 9 ft Ydry=100 lb/ft³ Layer I H₁ = 4 m Ydry = 16.2 kN/m³ Layer I H₂ = 21 ft Ysat = 122 lb/ft³ Layer II H₂ = 1.5 m Ysat = 18.4 kN/m³ Layer II H3 = 36 ft Ysat = 128 lb/ft³ Layer III H3 = 9 m Ysat 19.81 kN/m³ =

#6 #7 Layer I H₁ = 9 ft Ydry=100 lb/ft³ Layer I H₁ = 4 m Ydry = 16.2 kN/m³ Layer I H₂ = 21 ft Ysat = 122 lb/ft³ Layer II H₂ = 1.5 m Ysat = 18.4 kN/m³ Layer II H3 = 36 ft Ysat = 128 lb/ft³ Layer III H3 = 9 m Ysat 19.81 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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Calculate total stress , pore pressure, effective stress with depth at A,B,C,D for # 6 and #7 

#6 #7 Layer I H₁ = 9 ft Ydry = 100 lb/ft³ Layer I H₁ = 4 m Ydry = 16.2 kN/m³ Layer I H₂ = 21 ft Ysat = 122 lb/ft³ Layer II H₂ = 1.5 m Ysat = 18.4 kN/m³ Layer II H3 = 36 ft Ysat = 128 lb/ft³ Layer III H3 = 9 m 3 Ysat = 19.81 kN/m³
Transcribed Image Text:#6 #7 Layer I H₁ = 9 ft Ydry = 100 lb/ft³ Layer I H₁ = 4 m Ydry = 16.2 kN/m³ Layer I H₂ = 21 ft Ysat = 122 lb/ft³ Layer II H₂ = 1.5 m Ysat = 18.4 kN/m³ Layer II H3 = 36 ft Ysat = 128 lb/ft³ Layer III H3 = 9 m 3 Ysat = 19.81 kN/m³
Layer I Dry sand Layer 11 Sand Layer 111 Clay water 올 A B с D Rock H₁ H₂ H3
Transcribed Image Text:Layer I Dry sand Layer 11 Sand Layer 111 Clay water 올 A B с D Rock H₁ H₂ H3
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