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Recent questions tagged load-capacity-of-piles-in-clay
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GATE2019 CE-1: 52
A reinforced concrete circular pile of $12 \: m$ length and $0.6 \: m$ diameter is embedded in stiff clay which has an undrained unit cohesion of $110 \: kN/m^2$. The adhesion factor is $0.5$. The Net Ultimate Pullout (uplift) Load for the pile (in $kN$, round off to $1$ decimal place) is __________
Arjun
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Foundation Engineering
Feb 14, 2019
by
Arjun
11.6k
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gate2019-ce-1
numerical-answers
foundation-engineering
geotechnical-engineering
load-capacity-of-piles-in-clay
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0
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2
GATE2017 CE-1: 46
It is proposed to drive H-piles up to a depth of $7$ m at a construction site. The average surface area of the H-pile is $3 \: m^2$ ... . The total axial frictional resistance (in kN, up to one decimal place) mobilized on the pile against the driving is _____________
Milicevic3306
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Foundation Engineering
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2017-ce-1
numerical-answers
geotechnical-engineering
foundation-engineering
effect-of-water-table
load-capacity-of-piles-in-clay
0
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3
GATE2018 CE-1: 31
A $0.5 \: m \times 0.5 \: m$ square concrete pile is to be driven in a homogeneous clayey soil having undrained shear strength $c_u=50 \: kPa$ and unit weight, $\gamma = 18.0 \: kN/m^3$. The design capacity of the pile $500$ kN. The adhesion factor $\alpha$ is given as ... pile required for the above design load with a factor of safety of $2.0$ is $5.2$ m $5.8$ m $11.8$ m $12.5$ m
gatecse
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in
Foundation Engineering
Feb 17, 2018
by
gatecse
4.0k
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gate2018-ce-1
foundation-engineering
geotechnical-engineering
load-capacity-of-piles-in-clay
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