Experimental study on mechanical properties of fractured rock mass under different anchoring modes-Reference-Cited by-同舟云学术

Experimental study on mechanical properties of fractured rock mass under different anchoring modes

Published:2018-01-25 Issue:7 Volume:24 Page:931-948
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Lei Guangfeng¹²,Liu Quansheng¹³,Peng Xingxin¹²,Wei Lai¹²

Affiliation:

1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China

2. University of Chinese Academy of Sciences, Beijing, China

3. Key Laboratory of Safety for Geotechnical and Structural Engineering of Hubei Province, School of Civil Engineering, Wuhan University, Wuhan, China

Funder

The national key basic research development plan (973) project

Surface Project of the Natural Science Foundation of China

National Key Basic Research Program of China

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2018.1429321

Reference17 articles.

1. Analytical approach in optimising selection of rebar bolts in preventing rock bolting failure

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

3. Load Transfer Behavior of Fully Grouted Cable Bolts Reinforced in Weak Rocks Under Tensile Loading Conditions

4. Experimental study and stress analysis of rock bolt anchorage performance

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