Geo-mechanical model test on the collaborative bearing effect of rock-support system for deep tunnel in complicated rock strata-Reference-Cited by-同舟云学术

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Geo-mechanical model test on the collaborative bearing effect of rock-support system for deep tunnel in complicated rock strata

Published:2019-09 Issue: Volume:91 Page:103001
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Zhang Qiang-yong,Ren Ming-yang,Duan Kang,Wang Wang-sheng,Gao Qiang,Lin Han-xiang,Xiang Wen,Jiao Yu-yong

Funder

Natural Science Foundation Project of China

Taishan Scholars Project Foundation of Shandong Province

Key Research Development Project of China

Preliminary research project of the underground laboratory for the geological disposal of high level radioactive waste

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference46 articles.

1. Application of the convergence-confinement method to tunnels in rock masses exhibiting Hoek-Brown strain-softening behaviour;Alejano;Int. J. Rock Mech. Min. Sci.,2010

2. Rock-support interaction analysis based on numerical modelling;Asef;Geotech. Geol. Eng.,2000

3. Full-face excavation of large tunnels in difficult conditions;Barla;J. Rock Mech. Geotech. Eng.,2016

4. Analysis of the behaviour of a yield-control support system in squeezing rock;Barla;Tunn. Undergr. Space Technol.,2010

5. Analysis of rock-support interaction using numerical and multiple regression modeling;Basarir;Can. Geotech. J.,2008

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