For the cantilever retaining wall shown below, check its the external stability (overturning, sliding, and bearing)...

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For the cantilever retaining wall shown below, check its the external stability (overturning, sliding, and bearing) For the externally stable retaining wall, check its internal stability (structural design of the wall). Use fc'=30 Mpa, fy= 400 Mpa, cc= 7.5 cm, L.F=1.6 H=6.0m 1.5m kN Sand Y = 18.0- Ø' = 36⁰ m³ 1.0m 0.3m 0.5ml B=3.0m Sand kN m3 Y = 18.0. Ø' = 36⁰ t=0.5m For the cantilever retaining wall shown below, check its the external stability (overturning, sliding, and bearing) For the externally stable retaining wall, check its internal stability (structural design of the wall). Use fc'=30 Mpa, fy= 400 Mpa, cc= 7.5 cm, L.F=1.6 H=6.0m 1.5m kN Sand Y = 18.0- Ø' = 36⁰ m³ 1.0m 0.3m 0.5ml B=3.0m Sand kN m3 Y = 18.0. Ø' = 36⁰ t=0.5m

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External stability checks Overturning Sum of overturning moments Sum of resisting moments Overturning moment Active earth pressure force Arm 05 18 15 ... View the full answer