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杨圣奇

发布时间:2018-07-19 浏览次数:

基本信

姓名:杨圣奇

出生年月:1978.12

学位:博士

职称:教授

研究领域:深部岩石力学与地下工程

招收研究生专业:岩土工程

E-mailyangsqi@hotmail.com

个人简介

杨圣奇,197812月生,博士,现为中国矿业大学教授、博士生导师,力学与土木工程学院副院长。江苏省杰出青年基金、教育部新世纪优秀人才、中国岩石力学与工程学会青年科技奖以及孙越崎青年科技奖获得者,法国巴黎综合理工大学访问学者、澳大利亚政府奋进访问研究员、莫纳什大学、新加坡南洋理工大学与英国诺丁汉大学访问教授。主要研究方向为: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,承担3项国家自然科学基金项目,1项国家973骨干课题,作为主要骨干参与1项国家自然科学基金重点项目与1项国家自然科学基金面上项目,荣获教育部自然科学一等奖1项,省部级科技进步二等奖3项。已在Springer出版社与科学出版社独立出版专著2部,获得国家授权发明专利12项,在Engineering Geology, Journal of Structural Geology, Geophysical Journal International, Geothermics, Rock Mechanics and Rock Engineering, International Journal of Rock Mechanics and Mining Sciences, International Journal of Solids and Structures, Engineering Fracture Mechanics, Canadian Geotechnical Journal, Tunnelling and Underground Space Technology等国际期刊上发表SCI收录论文82篇(其中第一或通讯作者60篇),EI收录论文65篇,2SCI论文入选地球科学领域ESI0.1%热点论文,1SCI论文入选地球科学领域ESI1%高被引论文,3SCI论文被评为“Engineering Geology”等权威杂志的Top25热点论文,发表的SCI论文在Web of Science中被他引543次,单篇最高SCI他引55次。担任应用基础与工程科学学报(EI收录)等多个期刊编委,以及Rock Mechanics and Rock EngineeringEngineering Geology10余个国际学术期刊的评审人,兼任国际岩石力学学会会员、美国岩石力学协会会员、中国岩石力学与工程学会测试专委会委员、中国岩石力学与工程学会地下工程分会理事、江苏省岩土力学与工程学会常务理事,曾在国内外学术会议上作特邀及专题报告10余次。已培养1名出站博士后,4名毕业博士与10名毕业硕士。指导的研究生中1名博士毕业后入选国家博士后创新人才支持计划,5名博士生与6名硕士生荣获国家奖学金,1名博士生与3名硕士生荣获校优秀创新研究生奖学金,4名研究生荣获江苏省土木工程专业优秀毕业生,2名研究生毕业论文获批江苏省优秀硕士学位论文。

教育经历

 12003/3–2006/4,河海大学,岩土工程,博士

 22000/9–2003/6,河南理工大学,工程力学,硕士

 31996/9–2000/7,河南理工大学,矿井建设,学士

科研、学术与访学工作经历

 12012/1-至今,中国矿业大学,深部岩土国家重点实验室,教授/博导

 22018/1-2018/2,英国诺丁汉大学,土木与环境工程系,访问教授

 32016/1-2016/2,新加坡南洋理工大学,土木与环境工程学院,访问教授

 42014/9-2015/6,澳大利亚莫纳什大学,土木工程系,访问教授

 52007/9-2008/9,法国巴黎综合理工大学,固体力学实验室,访问学者

 62006/4-2008/10,河海大学,博士后

主持或参加科研项目(课题)及人才计划项目情况

纵向课题:

1)国家自然科学基金面上项目,41272344,深部高渗透水压作用下岩石流变力学特性试验与模型研究,2013/01-2016/1276万元,结题,主持。

2)国家自然科学基金面上项目,51179189,深部断续裂隙岩石强度特性及其变形破坏机理研究,2012/01-2015/1259万元,结题,主持。

3)国家自然科学基金青年项目,50709008,断续预制裂纹岩石三轴流变力学特性的试验与模型研究,2008/01-2010/1220万元,结题,主持。

4)国家重点基础研究发展计划项目973骨干课题,2014CB046905,深部复合地层力学行为及TBM卡机灾害控制效应,2014/01-2018/1280.2万元,在研,主持。

人才计划:

1)江苏省杰出青年基金,2015年,100万元;

2)教育部新世纪优秀人才,2012年,25万元;

3)中国矿业大学学科前沿专项重点项目,2015年,200万元;

4)中国矿业大学优秀创新团队项目,2014年,40万元;

5)中国矿业大学英才项目,2014年,50万元;

横向课题:

 1)锦瑞煤矿巷道顶板围岩分类与锚杆支护参数优化研究,2013/06-至今,49万元,在研,主持;

 2)锦屏二级水电站大理岩破裂扩展时间效应研究,2012/04-2012/0912.5万元,结题,主持;

 3)铁新煤矿薄煤层上行开采可行性研究,2012/07-2013/0625万元,结题,主持;

代表性研究成果和学术奖励情况

一、代表性论文

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.

21.Yang SQ*, Jing HW. Evaluation on strength and deformation behavior of red sandstone under simple and complex loading paths. Engineering Geology, 2013, 164: 1~17.

22.Yang SQ*, Jing HW, Wang SY. Experimental investigation on the strength, deformability, failure behavior and acoustic emission locations of red sandstone under triaxial compression. Rock Mechanics and Rock Engineering, 2012, 45(4): 583~606.

23.Yang SQ*, Yang DS, Jing HW, Li YH, Wang SY. An experimental study of the fracture coalescence behaviour of brittle sandstone specimens containing three fissures. Rock Mechanics and Rock Engineering, 2012, 45(4): 563~582.

24.Yang SQ*.Strength and deformation behavior of red sandstone under multi-stage triaxial compression. Canadian Geotechnical Journal, 2012, 49(6): 694~709.

25.Yang SQ*, Cheng L. Non-stationary and nonlinear visco-elastic shear creep model for shale. International Journal of Rock Mechanics and Mining Sciences, 2011, 48(6): 1011~1020.

26.Yang SQ*. Crack coalescence behavior of brittle sandstone samples containing two coplanar fissures in the process of deformation failure. Engineering Fracture Mechanics, 2011, 78(17): 3059~3081.

27.Yang SQ*,Jing HW. Strength failure and crack coalescence behavior of brittle sandstone samples containing a single fissure under uniaxial compression. International Journal of Fracture, 2011, 168(2): 227~250.

28.Yang SQ*,Jing HW, Li YS, Han LJ. Experimental investigation on mechanical behavior of coarse marble under six different loading paths. Experimental Mechanics, 2011, 51(3): 315~ 334.

29.Yang SQ*,Dai YH, Han LJ, Jin ZQ. Experimental study on mechanical behavior of brittle marble samples containing different flaws under uniaxial compression. Engineering Fracture Mechanics, 2009, 76(12): 1833~1845.

30.Yang SQ*,Jiang YZ, Xu WY, Chen XQ. Experimental investigation on strength and failure behavior of pre-cracked marble under conventional triaxial compression. International Journal of Solids and Structures, 2008, 45(17): 4796~4819.

二、专著

(1) Sheng-Qi Yang. Strength failure and crack evolution behavior of rock materials containing pre-existing fissures. Springer Press, 2015.

(2)杨圣奇. 裂隙岩石力学特性研究及时间效应分析. 北京:科学出版社,2011.

三、授权发明专利

(1) 杨圣奇,靖洪文,一种测定破裂后岩石三轴强度的加载路径方法,中国,ZL2011 10092688.7

(2) 杨圣奇,殷鹏飞,用于复合岩层相似模拟的类岩石试样的制备及取样方法,中国,ZL201510024487.1

(3) 杨圣奇,徐鹏,岩石全自动气体渗透率测试系统及测算方法,中国,ZL201610050808.X

(4) 杨圣奇,徐鹏,一种测定破裂后岩石三轴流变特性的加载路径方法,中国,ZL201410100818.0

(5) 杨圣奇,曾卫,利用3D打印制作含特定几何特征结构面的节理试样方法,中国,ZL201510257888.1

(6) 杨圣奇,黄彦华,一种制作三维节理裂隙圆柱型岩石试样的方法,中国,ZL201510814787.X

(7) 杨圣奇,黄彦华,用于断续双裂隙岩石三轴压缩试验的类岩石试件模具,中国,ZL201410139078.1

(8) 靖洪文,杨旭旭,陈坤福,杨圣奇,孙盼盼,分布式抗剪阻滑钢筋混凝土桩防治软岩巷道底鼓方法,2012.11.28,中国,CN201210306958.4

(9) 靖洪文,孟波,陈坤福,许国安,杨圣奇,全封闭整体装配式格栅混凝土支护方法,2012.7.18,中国,CN201210095523.X

(10) 靖洪文,孟波,陈坤福,许国安,杨圣奇,立井转平巷节点格栅混凝土连接装置,2012.7.11,中国,CN201210003629.2

四、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

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