个人简介

教育经历 2003/3–2006/4，河海大学，岩土工程，博士 2000/9–2003/6，河南理工大学，工程力学，硕士 1996/9–2000/7，河南理工大学，矿井建设，学士 科研、学术与访学工作经历 2012/1-至今，中国矿业大学，深部岩土国家重点实验室，教授/博导 2018/1-2018/2，英国诺丁汉大学，土木与环境工程系，访问教授 2016/1-2016/2，新加坡南洋理工大学，土木与环境工程学院，访问教授 2014/9-2015/6，澳大利亚莫纳什大学，土木工程系，访问教授 2007/9-2008/9，法国巴黎综合理工大学，固体力学实验室，访问学者 2006/4-2008/10，河海大学，博士后 获得学术奖励 杨圣奇（5/7），岩石混凝土热-动力耦合灾变机理及能量准则研究，教育部自然科学奖，一等奖，2015 杨圣奇（3/15），深部高应力巷道围岩破裂演化机理及其稳定控制技术的研究与应用，教育部科技进步奖，二等奖，2011 杨圣奇（1/1），澳大利亚政府奋进研究奖学金，2014

研究领域

深部非连续岩石力学、深部岩石流变力学、深部地下工程稳定控制

深部岩石力学与地下工程

近期论文

查看导师新发文章 （温馨提示：请注意重名现象，建议点开原文通过作者单位确认）

1.Yang SQ*, Xu P, Li YB, Huang YH. Experimental investigation on triaxial mechanical and permeabilitybehavior of sandstone after exposure to different high temperaturetreatments [J]. Geothermics, 2017, 69: 93-109. 2.Yang SQ, Ranjith PG, Jing HW*, Tian WL, Ju Y. An experimental investigation on thermal damage and failuremechanical behavior of granite after exposure to different hightemperature treatments [J]. Geothermics, 2017, 65: 180-197. (ESI Hot Paper and Highly Cited Paper) 3.Yang SQ*, Tian WL, Ranjith PG. Experimental investigation on deformation failure characteristics of crystalline marble under triaxial cyclic loading [J]. Rock Mechanics and Rock Engineering, 2017, 50(11): 2871-2889. (ESI Hot Paper) 4.Yang SQ*, Huang YH, Tian WL, Zhu JB. An experimental investigation on strength, deformation and crackevolution behavior of sandstone containing two oval flaws underuniaxial compression [J]. Engineering Geology, 2017, 217: 35-48. 5.Yang SQ*, Chen M, Jing HW, Chen KF, Meng B. A case study on large deformation failure mechanism of deep soft rockroadway in Xin'An coal mine, China [J]. Engineering Geology, 2017, 217: 89-101. 6.Huang YH,Yang SQ*, Ranjith PG, Zhao J. Strength failure behavior and crack evolution mechanism of granitecontaining pre-existing non-coplanar holes: Experimental study andparticle flow modeling [J]. Computers and Geotechnics, 2017, 88: 182-198. 7.Huang YH,Yang SQ*, Zhao J. Three-Dimensional Numerical Simulation on Triaxial FailureMechanical Behavior of Rock-Like Specimen Containing TwoUnparallel Fissures [J]. Rock Mechanics and Rock Engineering, 2016, 49(12): 4711~4729. 8.Yang SQ*, Ju Y, Gao F, Gui YL. Strength, deformability and X-ray micro-CT observationsof deeply buried marble under different confining pressures [J]. Rock Mechanics and Rock Engineering, 2016, 49(11): 4227~4224. 9.Xu P,Yang SQ*. Permeability evolution of sandstone under short-term and long-termtriaxial compression [J]. International Journal of Rock Mechanics and Mining Sciences, 2016, 85: 152~164. 10.Yang SQ*, Tian WL, Huang YH, et al. An Experimental and Numerical Study on Cracking Behaviorof Brittle Sandstone Containing Two Non-coplanar FissuresUnder Uniaxial Compression [J]. Rock Mechanics and Rock Engineering, 2016, 49(4): 1497-1515. 11.Yang SQ*. Experimental study on deformation, peak strength and crack damage behavior of hollow sandstone under conventional triaxial compression [J]. Engineering Geology, 2016, 213: 11-24. 12.Yang SQ*, Ranjith PG, Huang YH, Yin PF, Jing HW, Gui YL, Yu QL. Experimental investigation on mechanical damage characteristics of sandstone under triaxial cyclic loading. Geophysical Journal International, 2015, 201(2): 662-682. 13.Yang SQ*,Xu P, Ranjith PG. Damage model of coal under creep and triaxial compression. International Journal of Rock Mechanics and Mining Sciences, 2015, 80: 337-345. 14.Yang SQ*,Ranjith PG, Gui YL. Experimental study of mechanical behavior and X-ray micro CT observations of sandstone under conventional triaxial compression. Geotechnical Testing Journal, 2015, 38(2): 178-197. 15.Yang SQ*,Xu T, He L, Jing HW, Wen S, Yu QL. Numerical study on failure behavior of brittle rock specimen containing pre-existing combined flaws under different confining pressure. Archives of Civil and Mechanical Engineering, 2015, 15: 1085~1097. 16.Yang SQ*, Jing HW, Huang YH, Ranjith PG, Jiao YY. Fracture mechanical behavior of red sandstone containing a single fissure and two parallel fissures after exposure to different high temperature treatments. Journal of Structural Geology, 2014, 69(Part A): 245~264. 17.Yang SQ*, Jing HW, Cheng L. Influences of pore pressure on short-term and creep mechanical behavior of red sandstone. Engineering Geology, 2014, 179: 10~23. 18.Yang SQ*, Huang YH, Jing HW, Liu XR. Discrete element modeling on fracture coalescence behavior of red sandstone containing two unparallel fissures under uniaxial compression. Engineering Geology,2014, 178: 28~48. 19.Jing HW, Yang SQ*, Zhang ML, Xu GA, Chen KF. An experimental study on anchorage strength and deformation behavior of large-scale jointed rock mass. Tunnelling and Underground Space Technology, 2014, 43: 184~197. 20.Yang SQ*,Liu XR, Jing HW. Experimental investigation on fracture coalescence behavior of red sandstone containing two unparallel fissures under uniaxial compression. International Journal of Rock Mechanics and Mining Sciences, 2013, 63: 82~92.