Analytical Method for Capped Pile–Soil Interaction considering the Load Action of Soil under the Pile Cap

Analytical Method for Capped Pile–Soil Interaction considering the Load Action of Soil under the Pile Cap

To study the pile–soil interaction mechanism of capped pile, an analytical method considering the load action of soil under the pile cap is proposed. The shearing displacement method is used to derive the lateral friction of pile body under the pile top load, and the Boussinesq solutions is used to...

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Bibliographic Details
Main Authors: Shilin Luo, Mingquan Liu, Jianqing Jiang, Ailifeila Aierken, Jin Chang, Xuewen Zhang, Rui Zhang
Format: Article
Language:English
Published: Wiley 2022-01-01
Series:Geofluids
Online Access:http://dx.doi.org/10.1155/2022/1007731
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