Theoretical and Numerical Investigations of Blasting Influence Range of Advanced Consolidation Grouted Rock Mass on an Underground Tunnel-Reference-Cited by-同舟云学术

Theoretical and Numerical Investigations of Blasting Influence Range of Advanced Consolidation Grouted Rock Mass on an Underground Tunnel

Published:2024-01 Issue:1 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Deng Ke¹,Chen Ming²,Hu Yingguo³,Yang Guangdong⁴,Wen Sen⁵,Yang Kuoyu¹

Affiliation:

1. Lecturer, School of Civil Engineering and Architecture, Henan Univ., Kaifeng 475004, Henan, China.

2. Professor, State Key Lab of Water Resources and Hydropower Engineering Science, Wuhan Univ., Hubei 430072, China.

3. Senior Engineer, Changjiang River Scientific Research Institute, Wuhan 430010, Hubei, China.

4. Lecturer, Hubei Key Laboratory of Construction and Management in Hydropower Engineering, China Three Gorges Univ., Yichang 443002, Hubei, China (corresponding author).

5. Professor, School of Civil Engineering and Architecture, Henan Univ., Kaifeng 475004, Henan, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8740

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4. Propagation characteristics of cylindrical wave in joint rock masses;Chai S. B.;Chin. J. Rock Mech. Eng.,2014

5. Theoretical and Experimental Investigations of the Blast Vibration Resistance of Cement-Grouted Rock