Coupling model of disk splitting for expansive rock mass in deep storage considering water infiltration-Reference-Cited by-同舟云学术

Coupling model of disk splitting for expansive rock mass in deep storage considering water infiltration

Published:2020-05-25 Issue:9 Volume:8 Page:3200-3216
ISSN:2050-0505
Container-title:Energy Science & Engineering
language:en
Short-container-title:Energy Sci Eng

Author:

Zhao Zenghui¹²^ORCID,Gao Xiaojie¹²,Chen Shaojie¹²^ORCID,Zhang Mingzhong¹²,Sun Wei¹²

Affiliation:

1. State Key Laboratory of Mining Disaster Prevention and Control Co‐founded by Shandong Province and the Ministry of Science and Technology Qingdao China

2. College of Energy and Mining Engineering Shandong University of Science and Technology Qingdao China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

General Energy,Safety, Risk, Reliability and Quality

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/ese3.729

Reference47 articles.

1. Simulation study on effects of loading rate on uniaxial compression failure of composite rock‐coal layer;Chen SJ;Geomech Eng,2019

2. Mechanical properties of oil shale-coal composite samples

3. Experimental study on strain behavior and permeability evolution of sandstone under constant amplitude cyclic loading‐unloading

4. Experimental study on Portland cement/calcium sulfoaluminate binder of paste filling

5. Research on the failure process and stability control technology in a deep roadway: numerical simulation and field test;Zang CW;Energy Sci Eng,2020

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