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raw the total, effective and PWP diagrams for the following soil profile. The ground water was encountered at Im below the ground surface. 6.0 m 9.0 m 3.0 m GWT Layer 1 Ya 16.50 kNm¹ y 20.2 kNm³ Layer 2 You-17.985 kNm¹ Layer 3 You 18.69 kNm' Bed Rock

raw the total, effective and PWP diagrams for the following soil profile. The ground water was encountered at Im below the ground surface. 6.0 m 9.0 m 3.0 m GWT Layer 1 Ya 16.50 kNm¹ y 20.2 kNm³ Layer 2 You-17.985 kNm¹ Layer 3 You 18.69 kNm' Bed Rock

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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Draw the total, effective and PWP diagrams for the following soil profile. The ground water was encountered at Im below the ground surface. 6.0 m 9.0 m 3.0 m GWT Layer 1 Ya 16.50 kN/m² y 20.2 kNm³ Layer 2 You-17.985 kNm¹ Layer 3 You 18.69 kN/m² Bed Rock
Transcribed Image Text:Draw the total, effective and PWP diagrams for the following soil profile. The ground water was encountered at Im below the ground surface. 6.0 m 9.0 m 3.0 m GWT Layer 1 Ya 16.50 kN/m² y 20.2 kNm³ Layer 2 You-17.985 kNm¹ Layer 3 You 18.69 kN/m² Bed Rock
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