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Recent questions tagged piles
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GATE2014-2-39
A single vertical friction pile of diameter $500$ mm and length $20$ m is subjected to a vertical compressive load. The pile is embedded in a homogeneous sandy stratum where; angle of internal friction $(\phi)=30^{\circ}$ ... $(K)=2.7$ and the bearing capacity factor $(N_q)=25$, the ultimate bearing capacity of the pile (in kN) is ________
Milicevic3306
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Foundation Engineering
Mar 26, 2018
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Milicevic3306
11.9k
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gate2014-ce-2
numerical-answers
foundation-engineering
geotechnical-engineering
piles
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2
GATE Civil 2012 | Question: 48
The flow net around a sheet pile wall is shown in the sketch. The properties of the soil are: permeability coefficient $0.09 \: m/day$ (isotropic), specific gravity $=2.70$ and void ratio $0.85$. The sheet pile wall and the bottom of the soil are impermeable. The seepage loss (in $m^3$ per day per unit length of the wall) of water is $0.33$ $0.38$ $0.43$ $0.54$
Milicevic3306
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Foundation Engineering
Mar 25, 2018
by
Milicevic3306
11.9k
points
gate2012-ce
foundation-engineering
geotechnical-engineering
piles
0
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3
GATE Civil 2012 | Question: 49
The flow net around a sheet pile wall is shown in the sketch. The properties of the soil are: permeability coefficient $0.09 \: m/day$ (isotropic), specific gravity $=2.70$ and void ratio $=0.85$. The sheet pile wall and the bottom of the soil are impermeable. The factor of safety against the occurrence of piping failure is $3.55$ $2.93$ $2.60$ $0.39$
Milicevic3306
asked
in
Foundation Engineering
Mar 25, 2018
by
Milicevic3306
11.9k
points
gate2012-ce
foundation-engineering
geotechnical-engineering
piles
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