Influenced Zone of Deep Excavation and a Simplified Prediction Method for Adjacent Tunnel Displacement in Thick Soft Soil

Based on the statistics of 42 case histories, 732 finite element numerical simulations are conducted to determine the scope of the influenced zone of deep excavation under different conditions of excavation depth (<i>H</i><sub>e</sub>) and the maximum retaining wall deflectio...

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Bibliographic Details
Main Authors: Bo Liu, Chengmeng Shao, Ningning Wang, Dingwen Zhang
Format: Article
Language:English
Published: MDPI AG 2023-04-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/13/7/4647