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Recent questions tagged load-capacity-of-piles-in-clays
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GATE2015-2-39
A pile of diameter $0.4$ m is fully embedded in a clay stratum having $5$ layers, each $5$ m thick as shown in the figure below. Assume a constant unit weight of soil as $18 \: kN/m^3$ for all the layers. Using $\lambda$-method. ($ \lambda = 0.15$ for $25$ m embedment length) and neglecting the end bearing component the ultimate pile capacity (in kN) is ___________.
Milicevic3306
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Geotechnical Engineering
Mar 26, 2018
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Milicevic3306
11.9k
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gate2015-ce-2
numerical-answers
geotechnical-engineering
foundation-engineering
load-capacity-of-piles-in-clays
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GATE2018 CE-2: 45
A group of nine piles in a $ 3 \times 3$ square pattern is embedded in a soil strata comprising dense sand underlying recently filled clay layer, as shown in the figure. The perimeter of a individual pile is $126$ cm. The size of pile group is $240$ ... of $16 \: kN/m^3$. The negative frictional load (in kN, up to two decimal places) acting on the pile group is _____
gatecse
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Foundation Engineering
Feb 17, 2018
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gatecse
4.0k
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gate2018-ce-2
numerical-answers
foundation-engineering
geotechnical-engineering
load-capacity-of-piles-in-clays
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