For the cantilever type retaining structure detailed below, the water behind the wall If the level is 2.0 m below the surface, calculate the safety coefficient against slipping. Floor strength parameters c '= 0 and Φ' = 35° determined as. Ground saturated unit weight 20 kN / m3 , unit weight above the water level 17 kN / m3 , and the friction between the wall base and the floor angle δ= 25° determined as.
For the cantilever type retaining structure detailed below, the water behind the wall If the level is 2.0 m below the surface, calculate the safety coefficient against slipping. Floor strength parameters c '= 0 and Φ' = 35° determined as. Ground saturated unit weight 20 kN / m3 , unit weight above the water level 17 kN / m3 , and the friction between the wall base and the floor angle δ= 25° determined as.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For the cantilever type retaining structure detailed below, the water behind the wall If the level is 2.0 m below the surface, calculate the safety coefficient against slipping. Floor strength parameters c '= 0 and Φ' = 35° determined as. Ground saturated unit weight 20 kN / m3 , unit weight above the water level 17 kN / m3 , and the friction between the wall base and the floor angle δ= 25° determined as.
Transcribed Image Text:30 kN/m
2.00 m
V..
4.00 m
2.70 m
0.30 m
0.30 m
4.00 m
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