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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

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

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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

Solved Question 3: (30 Marks) A 10m high, 50-degree angle

Solved a. Figure Qu. 1 is a slope of an embankment made of

Solved] A 10 m high slope of dry clay soil (unit weight = 20 kN/m3)

Solved] A 10 m high slope of dry clay soil (unit weight = 20 kN/m3)

Solved As shown in Figures 1 and 2, there is a 10-m high

Solved For a railway embankment, 10 m high embankment is

Chapter 10

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