A Simplified Calculation Method for Vertical Displacement of Shield Tunnel Caused by Adjacent Excavation-Reference-Cited by-同舟云学术

A Simplified Calculation Method for Vertical Displacement of Shield Tunnel Caused by Adjacent Excavation

Published:2020-11-18 Issue:3 Volume:39 Page:2269-2286
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Xu Riqing,Shen Shuo,Dong Mei,Cheng Kang

Funder

The National Natural Science Foundation of China

The Key Research and Development Program of Zhejiang Province

The Special Funds for Fundamental Research Business Expenses of Central Colleges and Universities

Youth Program of National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/content/pdf/10.1007/s10706-020-01623-9.pdf

Reference69 articles.

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4. Chen Y, Zhang DM (2004) Analysis of monitoring data on tunnel heaving due to unloading of foundation pit excavation. Undergr Space 24(5):748–751

5. Chen WY, Shi WJ, Li QL (2006) Analysis of deformation influence of excavation pit across existing rail transit structure within a close distance. Undergr Eng Tunn 1:11–14

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