Conducting Research to Identify Key Features and Critical Nodes in the Coalescence and Instability of Pre-Fabricated Jointed Rock
Author:
Affiliation:
1. College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao 266590, China
2. Laboratory of Mine Disaster Prevention and Control, Shandong University of Science and Technology, Qingdao 266590, China
Abstract
Funder
Open Fund of State Key Laboratory of Water Resource Protection and Utilization in Coal Mining
National Natural Science Foundation of China
Publisher
MDPI AG
Link
https://www.mdpi.com/2076-3417/14/17/7905/pdf
Reference20 articles.
1. Shear test on the influence of filling thickness on the shear strength of rock joints;Jiao;J. Min. Saf. Eng.,2022
2. Shear strength of rock joints influenced by compacted infill;Indraratna;Int. J. Rock Mech. Min.,2014
3. Study of the Peak Shear Strength of a Cement-Filled Hard Rock Joint;She;Rock Mech. Rock Eng.,2018
4. Experimental study on the dilatancy characteristics of thin-bedded filling rock joints;Xiao;Chin. J. Geotech. Eng.,2020
5. Experimental study on dynamic compression characteristics of cumulative damage of filled jointed rock;Chai;Chin. J. Rock Mech. Eng.,2020
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