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3. For the soil system presented below, calculate and draw diagrams of distributions of the total and effective stresses and pore water pressure. SAND e=0.45 CLAY Y 19.0 kN/m3 w=8% Ysat 18.4 kN/m3 w = 18% S = 40% SILTY CLAY e=0.8 7= 16.2 kN/m² 6 m 3 m 2 m 5 m

3. For the soil system presented below, calculate and draw diagrams of distributions of the total and effective stresses and pore water pressure. SAND e=0.45 CLAY Y 19.0 kN/m3 w=8% Ysat 18.4 kN/m3 w = 18% S = 40% SILTY CLAY e=0.8 7= 16.2 kN/m² 6 m 3 m 2 m 5 m

Principles of Geotechnical Engineering (MindTap Course List)
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter9: In Situ Stresses
Section: Chapter Questions
Problem 9.4P
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3. For the soil system presented below, calculate and draw diagrams of distributions of the total and effective stresses and pore water pressure. SAND e=0.45 CLAY Y 19.0 kN/m3 w=8% Y sat = 18.4 kN/m3 w = 18% S = 40% SILTY CLAY e=0.8 7= 16.2 kN/m² 6 m 3 m 2 m 5 m
Transcribed Image Text:3. For the soil system presented below, calculate and draw diagrams of distributions of the total and effective stresses and pore water pressure. SAND e=0.45 CLAY Y 19.0 kN/m3 w=8% Y sat = 18.4 kN/m3 w = 18% S = 40% SILTY CLAY e=0.8 7= 16.2 kN/m² 6 m 3 m 2 m 5 m
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123\1 168,0 204, B 307,6 (и) 19.6 68,2 G' 123N |168.0 185.2 239,0
Transcribed Image Text:123\1 168,0 204, B 307,6 (и) 19.6 68,2 G' 123N |168.0 185.2 239,0
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