Stability of Gravity Dams 5) A gravity dam has a triangular cross section, with the upstream face vertical and with the impounded water flushed with the crest. The height of the structure is 8m while its base is 6 m long. If there is no hydrostatic uplift and the friction coefficient between the base and the foundation is 0.80, find the: (a) the maximum and minimum soil pressure along the base: (b) factors of safety against sliding and overturning. (Specific of concrete is 23,540 N/m ³)

Structural Analysis
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Chapter2: Loads On Structures
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Stability of Gravity Dams
5) A gravity dam has a triangular cross section, with the upstream face vertical and with the
impounded water flushed with the crest. The height of the structure is 8m while its base is 6
m long. If there is no hydrostatic uplift and the friction coefficient between the base and the
foundation is 0.80, find the: (a) the maximum and minimum soil pressure along the base; (b)
factors of safety against sliding and overturning. (Specific of concrete is 23,540 N/m ³)
Transcribed Image Text:Stability of Gravity Dams 5) A gravity dam has a triangular cross section, with the upstream face vertical and with the impounded water flushed with the crest. The height of the structure is 8m while its base is 6 m long. If there is no hydrostatic uplift and the friction coefficient between the base and the foundation is 0.80, find the: (a) the maximum and minimum soil pressure along the base; (b) factors of safety against sliding and overturning. (Specific of concrete is 23,540 N/m ³)
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