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An Enhanced Load-Transfer Model for Pile-Supported Embankments Incorporating Slip Between Pile and Soil

The primary objective of this study is to establish an innovative theoretical framework for analyzing the behavior of an end-bearing pile-supported embankment. This proposed methodology extensively investigates various aspects, including the characteristics of relative slip at the interface between...

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-д хадгалсан:
Номзүйн дэлгэрэнгүй
Үндсэн зохиолчид: Chengfu Zhang, Yongjie Tan, Chaoguang Huang, Yufei Liu, Shao Yue, Gaoqiao Wu
Формат: Artigo
Хэл сонгох:Inglês
Хэвлэсэн: MDPI AG 2025-03-01
Цуврал:Buildings
Нөхцлүүд:
Онлайн хандалт:https://www.mdpi.com/2075-5309/15/7/1086
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