Assessing ground stability of a vertical backfilled stope considering creep behaviors of surrounding rocks-Reference-Cited by-同舟云学术

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Assessing ground stability of a vertical backfilled stope considering creep behaviors of surrounding rocks

Published:2024-03 Issue: Volume: Page:
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Wang Ruofan^ORCID,Liu Lang,Zhu Mengbo,Qiu Huafu,Tu Bingbing,Qu Huisheng,Cui Hao

Funder

China Postdoctoral Science Foundation

Polytechnique Montréal

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference83 articles.

1. Brittle creep, damage, and time to failure in rocks;Amitrano;J. Geophys. Res. Solid Earth,2006

2. Influence of the creep law on pillar response based on numerical simulations of an underground salt mine;Aubertin,2018

3. An internal variable model for the creep of rock salt;Aubertin;Rock Mech. Rock Eng.,1991

4. Interaction between backfill and rock mass in narrow stopes;Aubertin,2003

5. Time dependent deformations in squeezing tunnels;Barla;Int. J. Geoeng. Case Hist.,2010

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