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
A friction pile of diameter 500 mm and length 20 m is embedded in a homogeneous sandy stratum where φ= 30°, dry unit weight=20 kN/M3 and angle of wall friction (δ) =20°.
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
Solved A cut slope was excavated in saturated clay as shown
Chapter 10
Solved A 10 m high slope of dry clay soil (unit weight = 20
Chapter 10
Solved] A 10 m high slope of dry clay soil (unit weight = 20 kN/m3)
Solved] A granular soil has a saturated unit weight of 20 kN/m3 and
Solved] The cohesion (x), angle of internal friction (ϕ) and unit w