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17.6 It is required to design a cantilever retaining wall to retain a 5.0 m high sandy backfill. The consultant suggests the dimensions and soil properties shown in Figure P17.6 and requires that the wall be checked for stability with respect to sliding and overturning based on the active earth pressures determined using 5.0 m 1.0 m FIGURE P17.6 1.5 m 0.5 m 1.0 m 1.0 m * 10° Sand y = 18.5 kN/m³ $' = 36° 10.5 m

17.6 It is required to design a cantilever retaining wall to retain a 5.0 m high sandy backfill. The consultant suggests the dimensions and soil properties shown in Figure P17.6 and requires that the wall be checked for stability with respect to sliding and overturning based on the active earth pressures determined using 5.0 m 1.0 m FIGURE P17.6 1.5 m 0.5 m 1.0 m 1.0 m * 10° Sand y = 18.5 kN/m³ $' = 36° 10.5 m

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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17.6 It is required to design a cantilever retaining wall to retain a 5.0 m high sandy backfill. The consultant suggests the dimensions and soil properties shown in Figure P17.6 and requires that the wall be checked for stability with respect to sliding and overturning based on the active earth pressures determined using 5.0 m 1.0 m FIGURE P17.6 1.5 m 0.5 m 1.0 m 1.0 m * 10° Sand y = 18.5 kN/m³ $' = 36° 10.5 m
Transcribed Image Text:17.6 It is required to design a cantilever retaining wall to retain a 5.0 m high sandy backfill. The consultant suggests the dimensions and soil properties shown in Figure P17.6 and requires that the wall be checked for stability with respect to sliding and overturning based on the active earth pressures determined using 5.0 m 1.0 m FIGURE P17.6 1.5 m 0.5 m 1.0 m 1.0 m * 10° Sand y = 18.5 kN/m³ $' = 36° 10.5 m
a. Coulomb's earth pressure theory (8' = 24°), and b. Rankine's earth pressure theory. The unit weight of the concrete is 24.0 kN/m³.
Transcribed Image Text:a. Coulomb's earth pressure theory (8' = 24°), and b. Rankine's earth pressure theory. The unit weight of the concrete is 24.0 kN/m³.
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