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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
The factor of safety of an infinite soil slope shown in the figure having the properties c = 0, ϕ = 35∘, γ dry = 16 kN/m3 and γ sat=20KN/m3 is approximately equal to
Trial slip circle on a finite slope of clayey soil c = 20 kN/m2 , ϕ =0 is shown in the figure.The factor of safety against sliding is ?.Rounded upto two decimal places
Solved A deep cut of 10 m depth is made in sandy clay for a
Solved 3. Figure 3 shows a 10-m high slope in saturated
Solved a. Figure Qu. 1 is a slope of an embankment made of
Applied Sciences, Free Full-Text
Solved] A 10 m high slope of dry clay soil (unit weight = 20 kN/m3)
Chapter 10
Chapter 10
Chapter 10
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
Chapter 10
Chapter 10
A 10m high embankment with slope 1V:3H has been
Solved a. Question 1 A granular soil has a saturated unit