Predicting the excavation damaged zone within brittle surrounding rock masses of deep underground caverns using a comprehensive approach integrating in situ measurements and numerical analysis-Reference-Cited by-同舟云学术

Predicting the excavation damaged zone within brittle surrounding rock masses of deep underground caverns using a comprehensive approach integrating in situ measurements and numerical analysis

Published:2022-03 Issue:2 Volume:13 Page:101273
ISSN:1674-9871
Container-title:Geoscience Frontiers
language:en
Short-container-title:Geoscience Frontiers

Author:

Xu Ding-Ping,Huang Xiang,Li Shao-Jun,Xu Huai-Sheng,Qiu Shi-Li,Zheng Hong,Jiang Quan^ORCID

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences

Reference49 articles.

1. Some new Q-value correlations to assist in-site characterization and tunnel design;Barton;Int. J. Rock Mech. Min. Sci.,2002

2. Engineering classification of rock masses for the design of tunnel support;Barton;Rock Mech.,1974

3. Numerical modelling of two stoping methods in two Indian mines using degradation of c and mobilization of φ based on Q-parameters;Barton;Int. J. Rock Mech. Min. Sci.,2011

4. The excavation damaged zone in clay formations time-dependent behaviour and influence on performance assessment;Blümling;Phys. Chem. Earth.,2007

5. Quantification of rock mass damage in underground excavations from microseismic event monitoring;Cai;Int. J. Rock Mech. Min. Sci.,2001

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