Displacement control in irregular deep excavation adjacent to tunnel groups in structural soil: A case study of MJS cement-soil composite piles and grouting rectification-Reference-Cited by-同舟云学术

Displacement control in irregular deep excavation adjacent to tunnel groups in structural soil: A case study of MJS cement-soil composite piles and grouting rectification

Published:2024-07 Issue: Volume:20 Page:e03085
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Xiao Zhirong,Xie Senlin,Hu Anfeng,Chen Yuan,Wang Meihui

Funder

Zhejiang Xinmiao Talents Program

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference51 articles.

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4. Deformation and stress characteristics of existing twin tunnels induced by close-distance EPBS under-crossing;Chen;Tunn. Undergr. Sp. Tech.,2018

5. Investigation of response of metro tunnels due to adjacent large excavation and protective measures in soft soils;Chen;Tunn. Undergr. Sp. Tech.,2016

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