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Solve Only Problem 8

Solve Only Problem 8

Structural Analysis
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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Solve Only Problem 8
7. 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) = 1.94 ton/m³ Y SAT C = 1.71 ton/m² $ = 0° H = 6.0 m 8.- Solve the problem above assuming that the padding is supporting an overhead of 0.98 ton/m2
Transcribed Image Text:7. 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) = 1.94 ton/m³ Y SAT C = 1.71 ton/m² $ = 0° H = 6.0 m 8.- Solve the problem above assuming that the padding is supporting an overhead of 0.98 ton/m2
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