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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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