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- W2898872355 abstract "Piled-cap foundations are recognized for sharing the total load by the piles and the cap. In practice, it is assumed that the cap will distribute uniformly the load to the piles, which is often used in choosing the thickness of the cap. In the literature, research in this field remained lagging behind due to the difficulties associated in modeling. This is due to the fact that the load sharing mechanism of piled-cap foundation is a complex soil-structure problem governed by pile/cap geometry, soil condition, etc. It is of interest to note that a flexible cap will lead to uneven load distribution among the piles, which offsets the principle of design of pile foundation. It may, in turn, lead to failure of some piles in the group or even a catastrophic failure of the foundation. While, a non-flexible (i.e., rigid) cap may lead to uniform load distribution among the piles in the group, which will minimize or eliminate differential settlements within the cap. However, a thick cap will impose additional load due to its own weight and accordingly, it may in increase the total settlement of the foundation." @default.
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- W2898872355 date "2018-10-30" @default.
- W2898872355 modified "2023-09-25" @default.
- W2898872355 title "Influence of Cap Rigidity on the Performance of Piled-Cap Foundation" @default.
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- W2898872355 doi "https://doi.org/10.1007/978-3-030-01902-0_10" @default.
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