The stability of the following needs to be checked. Design the wall based on the following data: Soil Data: Retaining Wa

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The stability of the following needs to be checked. Design the wall based on the following data: Soil Data: Retaining Wa

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The Stability Of The Following Needs To Be Checked Design The Wall Based On The Following Data Soil Data Retaining Wa 1
The Stability Of The Following Needs To Be Checked Design The Wall Based On The Following Data Soil Data Retaining Wa 1 (57.38 KiB) Viewed 21 times
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 Ys= 17 kN/m3 Top of Stem: 0.3 m Unit weight of concrete ye = 24 kN/ N / m² Bottom of Stem: 0.4 m Internal angle of friction o = 36° Length of Toe: 0.4 m Length of footing base: 2.0 m Coefficient of friction between concrete bases and soil p = 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 [3 marks] [9 marks] [9 marks] [9 marks]
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