Nonlinear investigation of laterally loaded piles in layered sand with a modified conical strain wedge model
This paper describes a modified conical strain wedge model for the nonlinear analysis of laterally loaded piles in layered sand. The modified conical strain wedge model can not only treat layered sand in the wedge, but also obtain a novel expression of subgrade reaction modulus related to soil strai...
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Published in | Ocean engineering Vol. 272; p. 113874 |
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Main Authors | , , , , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
15.03.2023
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Subjects | |
Online Access | Get full text |
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