the retaining wall shown is supporting a horizonatl backfill having a unit weight of 18.88 kN/m^3 with an angle of friction of 37 degrees. Coefficient of base friction is 0.45. Foundation soil ultimate bearing capacityis 470 kPa. Unit weight of concrete is 23.6 kN/m^3. Compute the factor of safety against sliding considering passive earth pressure at the toe. Compute the factor of safety against overturning. Compute the factor of safety against bearing capacity failure.
the retaining wall shown is supporting a horizonatl backfill having a unit weight of 18.88 kN/m^3 with an angle of friction of 37 degrees. Coefficient of base friction is 0.45. Foundation soil ultimate bearing capacityis 470 kPa. Unit weight of concrete is 23.6 kN/m^3. Compute the factor of safety against sliding considering passive earth pressure at the toe. Compute the factor of safety against overturning. Compute the factor of safety against bearing capacity failure.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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the retaining wall shown is supporting a horizonatl backfill having a unit weight of 18.88 kN/m^3 with an angle of friction of 37 degrees. Coefficient of base friction is 0.45. Foundation soil ultimate bearing capacityis 470 kPa. Unit weight of concrete is 23.6 kN/m^3. Compute the factor of safety against sliding considering passive earth pressure at the toe. Compute the factor of safety against overturning. Compute the factor of safety against bearing capacity failure.
Transcribed Image Text:4m
5.5m
0.90m
0.60m
0.90m'0.60m
1.5m
3m
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