3. (40) For the soil system presented below, calculate and draw diagrams of distributions of the total and effective stresses and pore water pressure. Assume an upward water flow with a velocity of 0.000,001 cm/s. SAND e=0.45 8 m Y17.0 kN/m3 S=24% SILTY CLAY = 18.4 kN/m3 W = 18% Y S = 40% 4 m k=0.0002 cm/s 3 m CLAY Y = 19.2 kN/m3 sat k=0.000,004 cm/s 6 m

3. (40) For the soil system presented below, calculate and draw diagrams of distributions of the total and effective stresses and pore water pressure. Assume an upward water flow with a velocity of 0.000,001 cm/s. SAND e=0.45 8 m Y17.0 kN/m3 S=24% SILTY CLAY = 18.4 kN/m3 W = 18% Y S = 40% 4 m k=0.0002 cm/s 3 m CLAY Y = 19.2 kN/m3 sat k=0.000,004 cm/s 6 m

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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