Analytical Model for the End-Bearing Capacity of Tapered Piles Using Cavity Expansion Theory
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On the basis of evidence from model tests on increasing the end-bearing behavior of tapered piles at the load-settlement curve, this paper proposes an analytical spherical cavity expansion theory to evaluate the end-bearing capacity. The angle of tapering is inserted in the proposed model to evaluate the end-bearing capacity. The test results of the proposed model in different types of sands and different relative densities show good effects compared to conventional straight piles. The end-bearing capacity increases with increases in the tapering angle. The paper then propounds a model for prototypes and real-type pile tests which predicts and validates to evaluate the end-bearing capacity.
2020 ◽
Vol 12
(5)
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pp. 1103-1111
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2012 ◽
Vol 13
(2)
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pp. 137-143
1991 ◽
Vol 28
(2-3)
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pp. A178
2013 ◽
Vol 535-536
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pp. 449-452
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2013 ◽
Vol 53
(6)
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pp. 853-867
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2012 ◽
Vol 13
(2)
◽
2012 ◽
Vol 13
(2)
◽
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