Question 6- Slab Design The stability of the following needs to be checked. Design the wall based on the following data: Soil Data: Retaining Wall Data: Unit weight of soil y,= 17 KN/m3 Top of Stem: 0.3 m Unit weight of concrete y. 24 KN.. m3 Bottom of Stem: 0.4 m Internal angle of friction o = 36° Length of Toe: 0.4 m Coefficient of friction between concrete bases Length of footing base: 2.0 m and soil u = 0.55 Bearing capacity of the soil qu = 300 KN/m² Thickness of footing: 0.3 m Height of the retaining wall: 2.85m Calculate: a. Sketch the proportions of the wall b. Factor of safety against sliding c. Factor of safety against overturning. d. Factoring of safety against subsiding

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Question 6-Slab Design
The stability of the following needs to be checked. Design the wall based on the following data:
Soil Data:
Retaining Wall Data:
Unit weight of soil y,= 17 kN
m3
Top of Stem: 0.3 m
kN
m3
Unit weight of concrete y = 24
Bottom of Stem: 0.4 m
Internal angle of friction o = 36°
Length of Toe: 0.4 m
Coefficient of friction between concrete bases
Length of footing base: 2.0 m
and soil u = 0.55
KN/m²
Bearing capacity of the soil qu = 300
Thickness of footing: 0.3 m
Height of the retaining wall: 2.85m
Calculate:
a. Sketch the proportions of the wall
b. Factor of safety against sliding
c. Factor of safety against overturning
d. Factoring of safety against subsiding
Transcribed Image Text:Question 6-Slab Design The stability of the following needs to be checked. Design the wall based on the following data: Soil Data: Retaining Wall Data: Unit weight of soil y,= 17 kN m3 Top of Stem: 0.3 m kN m3 Unit weight of concrete y = 24 Bottom of Stem: 0.4 m Internal angle of friction o = 36° Length of Toe: 0.4 m Coefficient of friction between concrete bases Length of footing base: 2.0 m and soil u = 0.55 KN/m² Bearing capacity of the soil qu = 300 Thickness of footing: 0.3 m Height of the retaining wall: 2.85m Calculate: a. Sketch the proportions of the wall b. Factor of safety against sliding c. Factor of safety against overturning d. Factoring of safety against subsiding
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