Experimental Study of Bolt-Anchoring Mechanism for Bedded Rock Mass-Reference-Cited by-同舟云学术

Experimental Study of Bolt-Anchoring Mechanism for Bedded Rock Mass

Published:2020-04 Issue:4 Volume:20 Page:04020019
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chen Yulong¹,Teng Junyang²,Sadiq Rana Ammad Bin³,Zhang Ke⁴^ORCID

Affiliation:

1. Lecture, School of Energy and Mining Engineering, China Univ. of Mining and Technology, Beijing 100083, China.

2. State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing Univ., Chongqing 400044, China.

3. Researcher, Institute of Geology, Punjab Univ., Lahore 54590, Pakistan.

4. Associate Professor, Faculty of Electric Power Engineering, Kunming Univ. of Science and Technology, Kunming, Yunnan 650504, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001561

Reference43 articles.

1. Bjurstrom S. 1974. “Shear strength of hard rock joints reinforced by grouted untensioned bolts.” In Vol. 2 of Proc. 3rd Congress ISRM 1194–1199. Stockholm Sweden: Swedish Rock Mechanics Research Foundation.

2. An analytical model to predict axial load in grouted rock bolt for soft rock tunnelling

3. An analytical model considering interaction behavior of grouted rock bolts for convergence–confinement method in tunneling design

4. Analytical and Numerical Study of the Mechanics of Rockbolt Reinforcement around Tunnels in Rock Masses

5. Test study of mechanical properties and failure characteristics of anchored rock;Chen L.;Rock Soil Mech.,2014

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