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Geofluids
Volume 2018, Article ID 6418476, 12 pages
https://doi.org/10.1155/2018/6418476
Research Article

A Numerical Simulation Study of the Migration Law of Water-Sand Two-Phase Flow in Broken Rock Mass

1School of Energy Science and Engineering, Henan Polytechnic University, Jiaozuo, Henan 454000, China
2State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou, Jiangsu 221008, China
3School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083, China

Correspondence should be addressed to Guanghui Jiang; moc.621@hgj_tmuc

Received 26 October 2017; Accepted 19 December 2017; Published 21 January 2018

Academic Editor: Zhongwei Chen

Copyright © 2018 Feng Du et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Citations to this Article [1 citation]

The following is the list of published articles that have cited the current article.

  • Zhenghong Chen, Xibing Li, Lei Weng, Shaofeng Wang, and Longjun Dong, “Influence of Flaw Inclination Angle on Unloading Responses of Brittle Rock in Deep Underground,” Geofluids, vol. 2019, pp. 1–16, 2019. View at Publisher · View at Google Scholar