Fground surface Y-15.6 kN/m Year-16.6 KN/m 4 m waler table Clay 5 m Y=17,8 kN/m Compute the effective stress at the bottom of the clay. a) 120.53 kPa b) 102.35 kPa e) 112.65 kPa d) 121.56 kPa If the water table rises to the level of the soll surface, what is the effective stress at the bottom of the clay? a) 66.55 kPa b) 78.11 kPa c) 67.11 kPa d) 48.19 kPa

Fground surface Y-15.6 kN/m Year-16.6 KN/m 4 m waler table Clay 5 m Y=17,8 kN/m Compute the effective stress at the bottom of the clay. a) 120.53 kPa b) 102.35 kPa e) 112.65 kPa d) 121.56 kPa If the water table rises to the level of the soll surface, what is the effective stress at the bottom of the clay? a) 66.55 kPa b) 78.11 kPa c) 67.11 kPa d) 48.19 kPa

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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