Collapse behavior and mechanical response of the cobble stratum during the shield driving-Reference-Cited by-同舟云学术

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Collapse behavior and mechanical response of the cobble stratum during the shield driving

Published:2024-02 Issue: Volume:144 Page:105507
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Lin Qingtao,Lu Dechun,Guo Caixia,Li Xiaoqiang,Zhao Zhihong,Du Xiuli

Funder

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Beijing Municipal Commission of Education

Beijing Municipal Education Commission

Postdoctoral Research Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference18 articles.

1. Influence of conditioning on the behaviour of alluvial soils with cobbles;Carigi;Tunn. Undergr. Space Technol.,2020

2. Face stability analysis of shallow shield tunnels in dry sandy ground using the discrete element method;Chen;Comput. Geotech.,2011

3. An improved 3D wedge-prism model for the face stability analysis of the shield tunnel in cohesionless soils;Chen;Acta Geotech.,2015

4. Fang, Y., Wang, J., Jiang, Y.C., He, C., 2012. Study on ground settlement induced by shield tunnel construction in sandy gravel stratum. In: International Conference on Pipelines and Trenchless. Wuhan, China.

5. Twin tunnel excavation in coarse grained soils: observations and numerical back-predictions under free field conditions and in presence of a surface structure;Fargnoli;Tunn. Undergr. Space Technol.,2015

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Model test on the collapse mechanism of subway tunnels in the soil-sand-rock composite strata;Engineering Failure Analysis;2024-08

2. Estimating Tunnelling-Induced Ground Deformation in Sandy Cobble Stratum Considering Rock Content Variation;Geotechnical and Geological Engineering;2024-05-04

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