2D numerical analysis of rock damage induced by dynamic in-situ stress redistribution and blast loading in underground blasting excavation

Author:

Yang J.H.,Yao C.,Jiang Q.H.,Lu W.B.,Jiang S.H.

Funder

Chinese National Natural Science Foundation

Jiangxi Provincial Natural Science Foundation

Scientific Research Key Fund of Jiangxi Provincial Department of Education

Opening Fund of State Key Laboratory of Water Resources and Hydropower Engineering Science

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference48 articles.

1. The measurement and control of blast induced damage of final pit walls in open pit mining;Adamson,1998

2. Blast vibration dependence on charge length, velocity of detonation and layered media;Blair;Int. J. Rock Mech. Min. Sci.,2014

3. Influence of stress path on tunnel excavation response – numerical tool selection and modeling strategy;Cai;Tunn. Undergr. Space Technol.,2008

4. Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations;Cai;Int. J. Rock Mech. Min. Sci.,2004

5. Vibrations induced by high initial stress release during underground excavations;Cao;Tunn. Undergr. Space Technol.,2016

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