Experimental study for joint leakage process of tunnel lining and particle flow numerical simulation-Reference-Cited by-同舟云学术

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Experimental study for joint leakage process of tunnel lining and particle flow numerical simulation

Published:2022-08 Issue: Volume:138 Page:106348
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

Zhang Zhiguo,Mao Mindong,Pan Yutao,Zhang Mengxi,Ma Shaokun,Cheng Zhixiang,Wu Zhongteng

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference55 articles.

1. Tunnelling and geotechnics: new horizons;Mair;Geotechnique,2008

2. Modelling of long-term ground response to tunnelling under St James's Park, London;Wongsaroj;Geotechnique,2007

3. Identification of tunnel settlement caused by land subsidence in soft deposit of Shanghai;Wu;J. Perform. Constr. Facil.,2017

4. Mechanism of tunneling-induced cave-in of a busy road in Fukuoka city, Japan;Chai;Undergr. Space,2018

5. An incident of water and soil gushing in a metro tunnel due to high water pressure in sandy silt;Zhang;Eng. Fail. Anal.,2021

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1. Influence of the Diameter Size on the Deformation and Failure Mechanism of Shield Precast Segmental Tunnel Lining under the Same Burial Depth;Buildings;2024-09-07

2. Failure evolution and mechanism of ground collapse due to exfiltration of shallowly buried water pipeline;Engineering Failure Analysis;2024-08

3. Mechanism and impact of water seepage during shield tunnelling in sandy cobble strata: A case study;Tunnelling and Underground Space Technology;2024-07

4. Laboratory modelling on sand erosion caused by tunnel leakage in water-rich sandy strata;Acta Geotechnica;2024-06-14

5. Model Test and Numerical Simulation for Tunnel Leakage-Induced Seepage Erosion in Different Strata;Applied Sciences;2024-05-03

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