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3
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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 5.7 years ago by teamques10 ★ 70k
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Explain the primary consolidation by spring analogy system?
advanced geotechnical engineering updated 4.6 years ago by teamques10 ★ 70k
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Explain the direct and indirect method of soil investigation.
advanced geotechnical engineering updated 4.6 years ago by teamques10 ★ 70k
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A cut has to be made 12m deep, inclined at an angle of 35$^{\circ}$ to the horizontal.
advanced geotechnical engineering updated 4.6 years ago by teamques10 ★ 70k
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Elaborate the uses of Taylor's stability number in slope stability analysis.
advanced geotechnical engineering updated 4.6 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 4.6 years ago by teamques10 ★ 70k
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A retaining wall 8m high retains sand with $\phi=30^{\circ}$ and $\gamma=24kN/m^{2}$ upto a depth of 4m from the top.
advanced geotechnical engineering updated 5.7 years ago by teamques10 ★ 70k
3
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Explain briefly Rebhan's graphical method for finding active earth pressure.
advanced geotechnical engineering updated 4.6 years ago by teamques10 ★ 70k
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Describe briefly Culmann's graphical method for determining total active earth pressure also draw the change in Culmann's curve when there is a line load acting on backfill.
advanced geotechnical engineering updated 4.6 years ago by teamques10 ★ 70k
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For the sheet pile wall shown in figure find the depth of embedment:
advanced geotechnical engineering updated 5.7 years ago by teamques10 ★ 70k
2
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936
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Describe pile load test for calculating allowable load of single pile as IS 2911 Part 4.
advanced geotechnical engineering updated 4.6 years ago by teamques10 ★ 70k
2
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Explain the type of piles based on mechanism of load transfer.
advanced geotechnical engineering updated 4.6 years ago by teamques10 ★ 70k
2
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Explain in detail the effect of water table on ultimate bearing capacity of shallow foundations.
advanced geotechnical engineering updated 4.6 years ago by teamques10 ★ 70k
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486
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Lateral Load Pile Calculation
advanced geotechnical engineering updated 3.7 years ago by snadith342 • 20
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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 5.7 years ago by teamques10 ★ 70k
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1.0k
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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 5.7 years ago by teamques10 ★ 70k
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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 5.7 years ago by teamques10 ★ 70k
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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 5.7 years ago by teamques10 ★ 70k
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1.2k
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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 5.7 years ago by teamques10 ★ 70k
0
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891
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With the help of neat sketch, explain Culmann's Graphical Method in detail.
advanced geotechnical engineering updated 5.7 years ago by teamques10 ★ 70k
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1.1k
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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 5.7 years ago by teamques10 ★ 70k
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1.6k
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Determine the active earth pressure on the retaining wall shown in Fig. 1. Take $\gamma_{w}=10 kN/m^{3}$.
advanced geotechnical engineering updated 5.7 years ago by teamques10 ★ 70k
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1.7k
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Check the stability of the cantilever retaining wall shown in Fig. 2.
advanced geotechnical engineering updated 5.7 years ago by teamques10 ★ 70k
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A Retaining wall 6m height retains sand with $\phi=30^{\circ}$ and unit weight of 24 kN/m$^{3}$ up to a depth of 3m from top.
advanced geotechnical engineering updated 5.7 years ago by teamques10 ★ 70k
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Details of a cantilever retaining wall are shown in figure.
advanced geotechnical engineering updated 5.7 years ago by teamques10 ★ 70k
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