Experimental study on the failure risk of existing metro station under unilateral large-scale excavation

Abstract Large-scale unilateral deep excavation makes the existing metro stations have a significant risk of potential slippage and overturn. To quantitatively assess the structural risk, this study reveals the deformation, earth pressure, and wall strain evolution process of the station structure u...

Бүрэн тодорхойлолт

Номзүйн дэлгэрэнгүй

Үндсэн зохиолчид:	Feicong Zhou, Ping Zhou, Kai Cao, Zhijie Wang, Shumi Deng, Wei Zhou, Shun Liu
Формат:	Artigo
Хэл сонгох:	Inglês
Хэвлэсэн:	Nature Portfolio 2026-01-01
Цуврал:	Scientific Reports
Нөхцлүүд:	Metro station Unilateral excavation Excavation scale Risk assessment Safety warning zoning
Онлайн хандалт:	https://doi.org/10.1038/s41598-026-36698-6
Шошгууд:	Шошго нэмэх Шошго байхгүй, Энэхүү баримтыг шошголох эхний хүн болох!