SIF

作品数：300被引量：564H指数：10
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相关机构：华南理工大学中国科学院大学西安科技大学武汉理工大学更多>>
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相关基金：国家自然科学基金湖南省自然科学基金中国博士后科学基金湖南省教育厅科研基金更多>>
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Hydro-mechanical interaction effects and channelling in threedimensional fracture networks undergoing growth and nucleation被引量：3
《Journal of Rock Mechanics and Geotechnical Engineering》2020年第4期707-719,共13页Adriana Paluszny Robin NThomas Maria CSaceanu Robert WZimmerman 
the Natural Environment Research Council for the funding received for project NE/R018065/1;the Royal Society for funding this research through fellowship UF160443;the Swedish Nuclear Fuel and Waste Management Company(SKB)for partially funding this research。
The flow properties of geomechanically generated discrete fracture networks are examined in the context of channelling.Fracture networks are generated by growing fractures in tension,modelling the low permeability roc...
关键词：Fracture growth Fracture mechanics Stress intensity factor(SIF) Quasi-static growth Finite elements 
Propagation and aperture of staged hydraulic fractures in unconventional resources in toughness-dominated regimes被引量：2
《Journal of Rock Mechanics and Geotechnical Engineering》2018年第2期249-258,共10页Ali Taghichian Hamid Hashemalhoseini Musharraf Zaman Saied Beheshti Zavareh 
Oklahoma Department of Transportation (ODOT);Oklahoma Transportation Center for their financial support during the course of this study
Simultaneous multistage hydraulic fracturing of unconventional gas shale in parallel multilateral wells is an effective technique to raise the connectivity of the reservoir to the wellbore and improve reservoir permea...
关键词：Hydraulic fracturing Stress intensity factor(SIF) APERTURE Numerical analysis Gas shale 
Theoretical and numerical studies of crack initiation and propagation in rock masses under freezing pressure and far-field stress被引量：6
《Journal of Rock Mechanics and Geotechnical Engineering》2014年第5期466-476,共11页Yongshui Kang Quansheng Liu Xiaoyan Liu Shibing Huang 
the financial support from the National Natural Science Foundation of China (Grant Nos.41302237 and 41130742);the State Key Development Program for Basic Research of China (Grant No.2014CB046900)
Water-bearing rocks exposed to freezing temperature can be subjected to freezeethaw cycles leading tocrack initiation and propagation, which are the main causes of frost damage to rocks. Based on theGriffith theory of...
关键词：Freeze-thaw action Freezing pressure Stress intensity factor(SIF) Crack propagation 
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