With reference to the sketch, if no tension crack is present, = 29 ,
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With reference to the sketch, if no tension crack is present, α = 29◦, γ = 156pcf (24.7kN/m3), joint persistence = 0.87, no crest relieving bench and no toe berm are being considered, determine
(a) The maximum slope height H when β = 50◦ and the water table is at the crest, and
(b) When the slope is completely depressurized. Rock and joint properties are given in Table 2.6.
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Given sketch data No tension crack no benches a 29 y156 pcf 50 persistence087 cr64800 psf 1620 psf 3...View the full answer
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