QUESTION 4.A retaining wall 6 m high with a vertical back face retains a homogenous saturated soft clay. The saturated unit weight of the clay is 19 kN/m3. Laboratory tests showed that the undrained shear strength, Cuof the clay is 16.8 kN/m3, f=0o.Do the necessary calculations and draw the variations of Rankine’s passive pressure on the wall with depthDetermine the total passive force per unit length of the wall.Find the location of the resultant force?

Given that: Height of retaining wall, H = 6mSaturated unit weight of soil,…

Answered: QUESTION 4. A retaining wall 6 m high…

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter13: Lateral Earth Pressure: At-rest, Rankine, And Coulomb

Section: Chapter Questions

Problem 13.6P

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QUESTION 4.

A retaining wall 6 m high with a vertical back face retains a homogenous saturated soft clay. The saturated unit weight of the clay is 19 kN/m³. Laboratory tests showed that the undrained shear strength, C_uof the clay is 16.8 kN/m³, f=0^o.

Do the necessary calculations and draw the variations of Rankine’s passive pressure on the wall with depth
Determine the total passive force per unit length of the wall.
Find the location of the resultant force?

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