Application and Effect Evaluation of Elastic Foundation Beam Method in Deformation Analysis of Underground Passage Underneath Excavated Tunnel

Tunneling under existing underground buildings has become a common issue in densely populated urban areas. The current elastic analysis for ground displacement from new tunnel construction focuses on circular tunnels. However, theoretical analysis for non-circular chamber excavations is lacking. Thi...

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Bibliographic Details

Published in:	Applied Sciences
Main Authors:	Yunhong Lin, Mingyu Li, Qirui Zhang, Jinghui Yang
Format:	Article
Language:	English
Published:	MDPI AG 2024-11-01
Subjects:	non-circular tunnel existing underground structure elastic foundation beam mechanical response
Online Access:	https://www.mdpi.com/2076-3417/14/22/10435