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Advanced Geotechnical Engineering

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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 5.5 years ago by teamques10 ★ 70k
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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 5.5 years ago by teamques10 ★ 70k
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Describe pile load test for calculating allowable load of single pile as IS 2911 Part 4.
advanced geotechnical engineering updated 4.4 years ago by teamques10 ★ 70k
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A retaining wall 5 m high, retains a soil with C=24kN/m$^{2}$, $\phi=28^{\circ}$, $\gamma=19 kN/m^{3}$ with horizontal surface level with the top of wall.
advanced geotechnical engineering updated 5.5 years ago by teamques10 ★ 70k
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Briefly explain different stability checks gravity retaining wall by showing minimum values of factor of safety.
advanced geotechnical engineering updated 4.4 years ago by teamques10 ★ 70k
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Explain in detail the effect of water table on ultimate bearing capacity of shallow foundations.
advanced geotechnical engineering updated 4.4 years ago by teamques10 ★ 70k
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With the help of neat sketch, explain Culmann's Graphical Method in detail.
advanced geotechnical engineering updated 5.5 years ago by teamques10 ★ 70k
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Explain the type of piles based on mechanism of load transfer.
advanced geotechnical engineering updated 4.4 years ago by teamques10 ★ 70k
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Lateral Load Pile Calculation
advanced geotechnical engineering updated 3.6 years ago by Chandan15 • 300
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