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In a failed soil slope of soft clay, the failure surface is circular and the centre of rotation is known.
advanced geotechnical engineering updated 4.0 years ago by teamques10 ★ 65k
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With the help of neat sketch, explain Culmann's Graphical Method in detail.
advanced geotechnical engineering updated 4.0 years ago by teamques10 ★ 65k
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A granular soil has $\phi = 35^{\circ}$, $\gamma_{sat}$=19 kN/m$^{2}$. A slope has to be made of this material. If the factor of safety of 1.3 is needed against slope failure.
advanced geotechnical engineering updated 4.0 years ago by teamques10 ★ 65k
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Determine the factor of safety with respect to cohesion for a submerged embankment 20 m high and having a slope of 60$^{\circ}$.
advanced geotechnical engineering updated 4.0 years ago by teamques10 ★ 65k
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A 10 m high cut has been made at an angle of 38$^{\circ}$ to the horizontal.
advanced geotechnical engineering updated 4.0 years ago by teamques10 ★ 65k
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A 5 m deep canal has side slope of 1:1. The properties of soil are c = 20 kN/m$^{2}$, $\phi_{u}=10^{\circ}$, e=0.8 and G=2.8.
advanced geotechnical engineering updated 4.0 years ago by teamques10 ★ 65k
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A cut has to be made 14m deep, inclined at an angle 45$^{\circ}$ to the horizontal.
advanced geotechnical engineering updated 4.0 years ago by teamques10 ★ 65k
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Given the following data from a consolidated undrained test with pure water pressure measurement determine the total and effective stress parameters.
advanced geotechnical engineering updated 4.0 years ago by teamques10 ★ 65k
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Following results were obtained from a consolidation test. Initial height of sample is 2.5cm and height of solid particles is 1.25cm.
advanced geotechnical engineering updated 4.0 years ago by teamques10 ★ 65k
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