Measurement and analysis of the internal displacement and spatial effect due to tunnel excavation in hard rock-Reference-Cited by-同舟云学术

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Measurement and analysis of the internal displacement and spatial effect due to tunnel excavation in hard rock

Published:2019-02 Issue: Volume:84 Page:151-165
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Wang Jian,Li Erbing,Chen Liang,Wang Ju,Tan Yuehu,Duan Jianli,Pu Shikun,Gao Lei,Han Yang,Wang Chuanle

Funder

China Atomic Energy Authority

National Natural Science Foundation for Young Scientists of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference45 articles.

1. The Aspo pillar stability experiment:part I—experiment design;Andersson;Int. J. Rock Mech. Min. Sci.,2009

2. The analysis of radial displacements occurring near the face of a circular opening in weak rock mass;Basarir;Int. J. Rock Mech. Min. Sci.,2010

3. Direct displacement loss assessment of existing RC buildings pre- and post-seismic retrofitting: a case study;Cardone;Soil Dyn. Earthq. Eng.,2014

4. Application of the convergence-confinement method of tunnel design to rock masses that satisfy the Hoek-Brown failure criterion;Carranza-Torres;Tunn. Undergr. Space Technol.,2000

5. Rock burst intensity classification based on the radiated energy with damage intensity at Jinping II hydropower station;Chen;China. Rock Mech. Rock Eng.,2015

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4. Study of longitudinal deformation profiles in high-ground-stress mega-section tunnels based on the Hoek–Brown criterion;Structures;2024-03

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