3. A 15 ft high retaining wall with vertical back face retains a homogeneous saturated soft clay. The saturated unit weight of the clay is 122 Ib/ft³. Laboratory tests showed that the undrained shear strength, cu , of the clay is equal 350 Ib/ft?. 0=0. а. Find the depth up to which the tensile crack can occur. b. Determine the total active force per unit length of the wall before the tensile crack occurs. С. Determine the total active force per unit length of the wall after the tensile crack occurs.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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3. A 15 ft high retaining wall with vertical back face retains a homogeneous saturated soft clay. The
saturated unit weight of the clay is 122 Ib/ft³. Laboratory tests showed that the undrained shear
strength, cu,
of the clay is equal 350 lb/ft?. 0=0.
a. Find the depth up to which the tensile crack can occur.
b. Determine the total active force per unit length of the wall before the tensile crack occurs.
C.
Determine the total active force per unit length of the wall after the tensile crack occurs.
Transcribed Image Text:3. A 15 ft high retaining wall with vertical back face retains a homogeneous saturated soft clay. The saturated unit weight of the clay is 122 Ib/ft³. Laboratory tests showed that the undrained shear strength, cu, of the clay is equal 350 lb/ft?. 0=0. a. Find the depth up to which the tensile crack can occur. b. Determine the total active force per unit length of the wall before the tensile crack occurs. C. Determine the total active force per unit length of the wall after the tensile crack occurs.
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