Optimal Design of the Seepage Control for Xianglushan Diversion Tunnel Under High External Water Pressure-Reference-Cited by-同舟云学术

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Optimal Design of the Seepage Control for Xianglushan Diversion Tunnel Under High External Water Pressure

Published:2022-05-25 Issue:9 Volume:40 Page:4595-4615
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Zhang Zhen-jie,Zeng Chun-pin,Li Hu,Gao Yang,Gong Liang,Li Yu-xing,Liang Hai-fang,Zhang En-zhong

Funder

City of Springs Industry Leading Talents Support Program

Shandong Engineering Research Center for Environmental Protection and Remediation on Groundwater Opening Foundation

Shandong Provincial Transportation Science and Technology Plan

Publisher

Springer Science and Business Media LLC

Subject

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

Link

https://link.springer.com/content/pdf/10.1007/s10706-022-02173-y.pdf

Reference31 articles.

1. Bai CS, Chai HR, Xu ZG, Qin Y (2021) Numerical simulation of drainage holes and performance evaluation of the seepage control of gravity dam: a case study of heihe reservoir in China. Arab J Sci Eng. https://doi.org/10.1007/s13369-021-06276-1

2. Carranza-Torres C, Zhao J (2009) Analytical and numerical study of the effect of water pressure on the mechanical response of cylindrical lined tunnels in elastic and elasto-plastic porous media. Int J Rock Mech Min Sci 46(3):531–547

3. Chen PS, Chen WZ, Jia SP, Yang JP (2011) Stress return mapping algorithm of Hoek–Brown criterion in principal stress space and its redevelopment. Rock Soil Mech 32(7):2211–2218. https://doi.org/10.16285/j.rsm.2011.07.023

4. Clausen J, Damkilde L (2008) An exact implementation of the Hoek–Brown criterion for elasto-plastic finite element calculations. Int J Rock Mech Min Sci 45(06):831–847

5. Fahimifar A, Zareifard MR (2009) A theoretical solution for analysis of tunnels below groundwater considering the hydraulic-mechanical coupling. Tunn Undergr Space Technol 24(6):634–646

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1. A Coupled Rock-Pipe Hydraulic Model for Predicting Groundwater Pressure on Tunnel Linings with Embedded Drainage Networks;Geotechnical and Geological Engineering;2024-01-14

2. Drainage design combining drain holes and pinholes for tunnel boring machine segments subject to high water pressure;Frontiers of Structural and Civil Engineering;2023-11

3. Investigation into the Construction Response of Tunnels through Fault: Model Test;Applied Sciences;2023-03-31

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