Given the soil profile as shown. 4.5 m eo 0.7, S 0.85 GWL 5 m w 28%
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Give me all right solutions according to the question.
a) determine the effective stress at the bottom in kPa.
b) determine how high should the water table rise up (in m) so that the effective stress at the bottom is 100 kPa.
c) determine the effective stress if the water level rises 2m above the surface.
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