Figure Q1(d) shows a layer of soil in a tank with upward seepage. Given the H1 = 1.5 m, H2 =2.5 m, h = 1.5 m, ysat = 18.6 kN/m³. If the hydraulic conductivity of soil, k = 0.13 cm/s; i) Compute the upward seepage force per unit volume of soil. ii) Determine the rate of upward seepage of water if the area of tank is 0.52 m² in m³ /min.

Figure Q1(d) shows a layer of soil in a tank with upward seepage. Given the H1 = 1.5 m, H2 =2.5 m, h = 1.5 m, ysat = 18.6 kN/m³. If the hydraulic conductivity of soil, k = 0.13 cm/s; i) Compute the upward seepage force per unit volume of soil. ii) Determine the rate of upward seepage of water if the area of tank is 0.52 m² in m³ /min.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter8: Stresses In A Soil Mass

Section: Chapter Questions

Problem 8.13P

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