DESIGN OF GRAVITY RETAINING WALL Design the retaining structure for which other information is given below. 9 1 H Soll 1

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Design Of Gravity Retaining Wall Design The Retaining Structure For Which Other Information Is Given Below 9 1 H Soll 1 1 (63.45 KiB) Viewed 69 times

DESIGN OF GRAVITY RETAINING WALL Design the retaining structure for which other information is given below. 9 1 H Soll 1 Zemin 1 6 water vel H WS Soll 2 Zemin 2 Soil 2 Zemin 2 1 m Soil Information Internal friction angle Cohesion Natural unit weight Saturated unit weight Thickness of the soil layer c' Xn Osat [kN/m] [kN/m] [kN/m] Soil 30 0 16 18 H-1.5 Soil 2 25 0 17 19 wall [kN/m] 25 Retaining Structure Information Unit weight of wall material Height of the wall Н Friction angle between wall and soil 8 Friction angle of the wall base Angle of the slope behind the wall a Distributed load on the ground 9 base 1 0 18 20 15 [kN/m] Notes: • Calculate the lateral active and passive pressures, considering that the wall is moving to the left. • Design the retaining structure according to the following safety factors for stability inspections: Overturning Sliding on the base Slope stability = 2 -1.8 F.S. slope stability = 1.4 F.S. overturning F.S. sliding