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Advanced Geotechnical Engineering

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The details of a cantilever retaining wall are given as below:
advanced geotechnical engineering updated 5.7 years ago by teamques10 ★ 70k
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A retaining wall, 3m high supports a dry cohesionless backfill with a plane ground surface sloping upwards at a surcharge angle of 10$^{\circ}$ from top of the wall.
advanced geotechnical engineering updated 5.7 years ago by teamques10 ★ 70k
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A square group of 25 piles of length 10m were embedded in stiff clay.
advanced geotechnical engineering updated 5.7 years ago by teamques10 ★ 70k
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A pile of 450 mm diameter and 10.5m length is driven in a deposit having deposit having C=0, $\phi=30^{\circ}$, $\gamma=16.5kN/m^{3}$ and $\gamma_{sat}=18.5kN/m^{3}$.
advanced geotechnical engineering updated 3.8 years ago by snadith342 • 20
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Calculate the ultimate bearing capacity of a rectangular footing 1.8m X 3.6m in plan founded at a depth of 1.6 m below ground level.
advanced geotechnical engineering updated 5.7 years ago by teamques10 ★ 70k
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A strip footing is to be designed for a given total load of 250 kN per m. Determine the width of strip footing by taking a factor of safety of 3 and use Terzaghi' bearing capacity equation.
advanced geotechnical engineering updated 5.7 years ago by teamques10 ★ 70k
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A chimney with a rigid base 2.5 m square footing is placed at a depth of 1.2 m below the ground level.
advanced geotechnical engineering updated 5.7 years ago by teamques10 ★ 70k
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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 5.7 years ago by teamques10 ★ 70k
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Lateral Load Pile Calculation
advanced geotechnical engineering updated 3.8 years ago by snadith342 • 20
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