A 10 m high slope of dry clay soil unit weight = 20KN/m3, with a
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A 10 m high slope of dry clay soil unit weight = 20KN/m3, with a slope angle of 45∘ and the circular slip surface, is shown in the figure not drawn to the scale. The weight of the slip wedge is denoted by W. The undrained unit cohesion cu is 60 kPa.The factor of safety of the slope against slip failure is
A 10 m high slope of dry clay soil unit weight - 20KN-m3- with a slope angle of 45- and the circular slip surface- is shown in the figure not drawn to the scale- The weight of the slip wedge is denoted by W- The undrained unit cohesion cu is 60 kPa-The factor of safety of the slope against slip failure is
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A 10 m high slope of dry clay soil (unit weight = 20 kN/m3), with a slope angle of 45anddeg; and the circular slip surface, is shown in the figure (not drawn
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Critical slip surface for the slope reinforced with one row of
