Stability of large underground caverns excavated in layered rock masses with steep dip angles: a case study-Reference-Cited by-同舟云学术

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Stability of large underground caverns excavated in layered rock masses with steep dip angles: a case study

Published:2019-01-04 Issue:7 Volume:78 Page:5101-5133
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Ding Xiuli,Niu Xinqiang,Pei Qitao,Huang Shuling,Zhang Yuting,Zhang Cunhui

Funder

the National key research and development project of China

the National Science Foundation of China

the Basic Research Fund for Central Research Institutes of Public Causes

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s10064-018-01440-8.pdf

Reference38 articles.

1. Adhikary DP, Dyskin AV (1997) Modelling the deformation of underground excavations in layered rock masses. Int J Rock Mech Min Sci 34(3):5

2. Bakun-Mazor D, Hatzor YH, Dershowitz WS (2009) Modeling mechanical layering effects on stability of underground openings in jointed sedimentary rocks. Int J Rock Mech Min Sci 46:262–271

3. Cai M (2008) Influence of second principal stress on rock fracturing and strength near excavation boundaries-insight from numerical modeling. Int J Rock Mech Min Sci 45:763–772

4. Cai M, Kaiser PK, Martin CD (2001) Quantification of rock mass damage in underground excavations from microseismic event monitoring. Int J Rock Mech Min Sci 38:1135–1145

5. Cui Z, Liu D, Wu F (2014) Influence of dip directions on the main deformation region of layered rock around tunnels. Bull Eng Geol Environ 73(2):441–450

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