Damage mechanics around a tunnel due to incremental ground pressure-Reference-Cited by-同舟云学术

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Damage mechanics around a tunnel due to incremental ground pressure

Published:1997-04 Issue:3-4 Volume:34 Page:222.e1-222.e14
ISSN:1365-1609
Container-title:International Journal of Rock Mechanics and Mining Sciences
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences

Author:

Nazimko V.V.,Peng S.S.,Lapteev A.A.,Alexandrov S.N.,Sazhnev V.P.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference1 articles.

1. Geomechanical Basis of Roadway Stability Due to Panels Activity Impact;Nazimko,1990

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1. Dissipative structures as a cause of the asynchronous development of the damaged zone surrounding underground roadways;International Journal of Rock Mechanics and Mining Sciences;2024-03

2. Dissipative Structures as a Cause of Asynchronous and Asymmetrical Development of the Damaged Zone Around Underground Roadways. Part I – Literature Analysis, Actual Measurements in Situ, and Physical Modeling;2023

3. Mechanical Responses to Different Excavation Methods of Qichongcun Tunnel in Guiyang City, China;Advances in Materials Science and Engineering;2021-08-12

4. Evolution of Interior and Exterior Bearing Structures of the Deep-Soft-Rock Roadway: From Theory to Field Test in the Pingdingshan Mining Area;Energies;2020-08-24

5. Model of stress distribution during coal roadway excavation and its numerical validation;Arabian Journal of Geosciences;2020-02

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