A 6.0-m-high retaining wall with a vertical back retains a homogeneous saturated clay. The specific weight of saturated clay is 1.90 ton/m3. Laboratory tests indicate that the Undrained shear strength Cu of the clay is 1.71 ton/m2 a) Make the necessary calculations and draw the variation of the active Rankine pressure on the wall with respect to depth b) Find the depth at which a tension crack can occur. c) Determine the total active pressure per unit length of wall before a crack occurs. strain. Y Determine the total active pressure per unit length of wall after the crack occurs. strain d) Y SAT C = 1.71 ton/m² $ = 0° = 1.94 ton/m³ H = 6.0 m

A 6.0-m-high retaining wall with a vertical back retains a homogeneous saturated clay. The specific weight of saturated clay is 1.90 ton/m3. Laboratory tests indicate that the Undrained shear strength Cu of the clay is 1.71 ton/m2 a) Make the necessary calculations and draw the variation of the active Rankine pressure on the wall with respect to depth b) Find the depth at which a tension crack can occur. c) Determine the total active pressure per unit length of wall before a crack occurs. strain. Y Determine the total active pressure per unit length of wall after the crack occurs. strain d) Y SAT C = 1.71 ton/m² $ = 0° = 1.94 ton/m³ H = 6.0 m

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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