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• W3146103672 abstract "P - y curve representing lateral soil-pile interaction mechanism is a well-adopted approach to analyze laterally loaded piles. To date, there is still a lack of clear understanding of the lateral pile performance under active and passive composite loadings based on the p - y method. This paper presents a series of p - y oriented modellings on the effect of loading sequences on soil-pile interactions due to a nearby excavation. The loading sequences were divided into firstly applying active loading on pile head and then passive loading caused by adjacent excavation (i.e. active–passive loading sequence) and firstly excavation-induced passive loading and then applying active loading on pile head (i.e. passive-active loading sequence). In this study, the rules of the p - y curve evolution due to different loading sequences were obtained, and the effect of loading sequences on the lateral soil-pile interaction due to excavations was analyzed. Finally, enlightenment based on the mechanism of soil-pile interaction was discussed to guide the design of pile foundations subjected to excavations." @default.
• W3146103672 created "2021-04-13" @default.
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• W3146103672 date "2021-06-01" @default.
• W3146103672 modified "2023-09-26" @default.
• W3146103672 title "Effect of loading sequence on lateral soil-pile interaction due to excavation" @default.
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• W3146103672 doi "https://doi.org/10.1016/j.compgeo.2021.104134" @default.
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