A section of a gravity dam made of Martian regolith is shown in the figure. The dam is located in a partially terraformed planet Mars whose gravity is 0.36g. the water surface is 2m below the top of the dam. Assume hydrostatic uplift to vary uniformly from full hydrostatic pressure from the heel to zero at the drain density of water is 1000kg/m^3. The specific gravity of Martian regolith is 2.2.Determine: a. The location of the resultant force b. Factor of safety against sliding if coefficient of friction is 0.75
A section of a gravity dam made of Martian regolith is shown in the figure. The dam is located in a partially terraformed planet Mars whose gravity is 0.36g. the water surface is 2m below the top of the dam. Assume hydrostatic uplift to vary uniformly from full hydrostatic pressure from the heel to zero at the drain density of water is 1000kg/m^3. The specific gravity of Martian regolith is 2.2.Determine: a. The location of the resultant force b. Factor of safety against sliding if coefficient of friction is 0.75
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A section of a gravity dam made of Martian regolith is shown in the figure. The dam is located in a partially terraformed planet Mars whose gravity is 0.36g. the water surface is 2m below the
top of the dam. Assume hydrostatic uplift to vary uniformly from full hydrostatic pressure from the heel to zero at the drain density of water is 1000kg/m^3. The specific gravity of Martian regolith is 2.2.Determine:
a. The location of the resultant force
b. Factor of safety against sliding if coefficient of friction is 0.75
Transcribed Image Text:7m
EL S2m
EL. SOm
w.s
1
10
EL Om
20m
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