Analytical solution for a circular roadway considering the transient effect of excavation unloading-Reference-Cited by-同舟云学术

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Analytical solution for a circular roadway considering the transient effect of excavation unloading

Published:2016-07 Issue:4 Volume:26 Page:543-549
ISSN:2095-2686
Container-title:International Journal of Mining Science and Technology
language:en
Short-container-title:International Journal of Mining Science and Technology

Author:

Feng Qiang,Jiang Binsong,Wang Gang,Hu Chuanpeng

Funder

National Natural Science Foundation of China

National Basic Research Program of China

Shandong University of Science and Technology

Research Start-up Project of Shandong University of Science and Technology

Publisher

Elsevier BV

Subject

Geochemistry and Petrology,Energy Engineering and Power Technology,Geotechnical Engineering and Engineering Geology

Reference20 articles.

1. Research on transient characteristics of excavation unloading;Lu;Chin J Rock Mech Eng,2008

2. Elastoplastic analysis of cracked surrounding rocks in deep circular openings;Jiang;Chin J Rock Mech Eng,2007

3. Stress analysis of cracked surrounding rock based on Hoek-Brown criterion;Jiang;Chin J Solid Mech,2011

4. Catastrophic model and testing study on failure of static loading rock system under dynamic loading;Zuo;Chin J Rock Mech Eng,2005

5. Numerical simulation on splitting failure mode of rock under static and dynamic loadings;Zhu;Chin J Rock Mech Eng,2005

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1. Modelling transient unloading-triggered dynamic responses in rock mass under a non-hydrostatic geo-stress;Computers and Geotechnics;2024-11

2. Investigating Dynamical Stress Adjustment Induced by Transient Excavation in a Deep-Buried Tunnel;International Journal of Geomechanics;2024-10

3. Dynamic Responses of a Shallow Lined Tunnel with Imperfect Interface Under Transient P Wave;International Journal of Structural Stability and Dynamics;2023-12-07

4. Study on the evolutionary characteristics of coal burst proneness under the action of multiple mining disturbances;Energy Science & Engineering;2023-08-23

5. Transient wave-induced dynamic responses of a circular composite-lined tunnel with imperfect interface;Waves in Random and Complex Media;2022-11-02

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