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1. (35) For the assumption that H₁-10 m and H₂-2m, plot the diagrams of total and effective stresses and pore water pressure along AD line. Assume that the saturated unit weight of soil is 18 kN/m³, and that distances AB, BC and CD are 2, 5 and 20 m, respectively. In addition, calculate the seepage rate for the assumption that the dam is 80 m long and k=0.000,01 m/s. H₁ H H₂ B I T Toe filter Do I k₁ = k₂ = k N₁ = 5 Nd=9

1. (35) For the assumption that H₁-10 m and H₂-2m, plot the diagrams of total and effective stresses and pore water pressure along AD line. Assume that the saturated unit weight of soil is 18 kN/m³, and that distances AB, BC and CD are 2, 5 and 20 m, respectively. In addition, calculate the seepage rate for the assumption that the dam is 80 m long and k=0.000,01 m/s. H₁ H H₂ B I T Toe filter Do I k₁ = k₂ = k N₁ = 5 Nd=9

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
Chapter8: Seepage
Section: Chapter Questions
Problem 8.9P
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1. (35) For the assumption that H₁-10 m and H₂-2m, plot the diagrams of total and effective stresses and pore water pressure along AD line. Assume that the saturated unit weight of soil is 18 kN/m³, and that distances AB, BC and CD are 2, 5 and 20 m, respectively. In addition, calculate the seepage rate for the assumption that the dam is 80 m long and k=0.000,01 m/s. H₁ H H₂ B I T Toe filter Do I k₁ = k₂ = k N₁ = 5 Nd=9
Transcribed Image Text:1. (35) For the assumption that H₁-10 m and H₂-2m, plot the diagrams of total and effective stresses and pore water pressure along AD line. Assume that the saturated unit weight of soil is 18 kN/m³, and that distances AB, BC and CD are 2, 5 and 20 m, respectively. In addition, calculate the seepage rate for the assumption that the dam is 80 m long and k=0.000,01 m/s. H₁ H H₂ B I T Toe filter Do I k₁ = k₂ = k N₁ = 5 Nd=9
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