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杨圣奇

发布时间:2023-01-06     点击数量:

基本信息

姓名:杨圣

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-mail:yangsqi@hotmail.com

个人简介

杨圣奇,河海大学博士,kaiyun登录中国入口登录教授(2011年破格)、博士生导师(2012年),法国巴黎综合理工大学博士后,澳大利亚政府奋进访问研究员,澳大利亚莫纳什大学、新加坡南洋理工大学、英国帝国理工大学等知名高校访问教授,现任kaiyun登录中国入口登录副院长,长期从事深部岩石力学与地下工程方面的研究,主持4项国家自然科学基金项目、1项江苏省杰青项目等国家或省部级项目10余项,2019-2021连续三年入选爱思唯尔中国高被引学者榜单、入选2020-2021年度全球前2%顶尖科学家榜单,荣获江苏省杰出青年基金(2015)、教育部新世纪(2012)、江苏省333中青年科技领军人才(2021)、江苏省六大人才高峰(2018)、江苏省333中青年学术技术带头人(2016)、江苏省青蓝工程优秀青年骨干教师(2010)、中国岩石力学与工程学会青年科技奖(2012)、孙越崎青年科技奖(2014)等。

研究成果以独著身份出版中英文专著3部;在International Journal of Rock Mechanics and Mining Sciences、Rock Mechanics and Rock Engineering、Engineering Geology、Tunnelling and Underground Space Technology、岩石力学与工程学报、岩土工程学报等国内外权威期刊上发表学术论文300余篇,其中以第一或通讯作者发表SCI论文127篇,36篇影响因子大于6.0,5篇SCI论文入选ESI高被引论文;H-Index为53,SCI他引4000余次。授权美国、澳大利亚、加拿大等国际发明专利5项,国内发明专利22项。荣获江苏省科学技术二等奖1项(R1),教育部自然科学一等奖2项(R2、R5),教育部科技进步二等奖1项(R3)。

担任《Rock Mechanics and Rock Engineering》、《Engineering Geology》、《Geomechanics and Geophysics for Geo-energy and Geo-Resources》、《Geomatics, Natural Hazards & Risk》、《Energies》、《工程科学学报》、《应用基础与工程科学学报》等8个SCI与EI期刊的编委,《中国土木工程通报》创刊主编,兼任中国岩石力学与工程学会理事,中国岩石力学与工程学会测试专委会委员、地下工程分会理事、青年工作委员会理事、软岩工程分会理事、岩土体非连续变形分析专业委员会委员,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20余次。已培养1名出站博士后,11名毕业博士与22名毕业硕士,1名博士生毕业后入选国家博士后创新人才支持计划,10名研究生荣获国家公派留学生项目资助赴美国、澳大利亚等著名高校进行联合培养或攻读博士学位,11名研究生荣获国家奖学金,5名研究生荣获江苏省土木工程专业优秀毕业生,1名研究生获批江苏省优秀博士学位论文,3名研究生获批江苏省优秀硕士学位论文。

教育经历

1)2003/3–2006/4, 河海大学, 岩土工程, 博士

2)2000/9–2003/6, 河南理工大学, 工程力学, 硕士

3)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

1)2016/11-至今,kaiyun登录中国入口登录,kaiyun登录中国入口登录,教授/博导

2)2012/01-2016/10,kaiyun登录中国入口登录,深部岩土国家重点实验室,教授/博导

3)2019/12-2020/01,澳大利亚莫纳什大学,土木工程系,博导交流

4)2019/01-2019/02,英国帝国理工大学,皇家矿业学院,访问教授

5)2018/01-2018/02,英国诺丁汉大学,土木与环境工程系,访问教授

6)2016/01-2016/02,新加坡南洋理工大学,土木与环境工程学院,访问教授

7)2014/09-2015/06,澳大利亚莫纳什大学,土木工程系,访问教授

8)2007/09-2008/09,法国巴黎综合理工大学,固体力学实验室,访问学者

9)2006/04-2008/10,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,42077231,深部盐水环境下岩石损伤劣化规律及二氧化碳渗透演化机理研究,2021/01-2024/12,在研,主持。

2)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,2013/01-2016/12,结题,主持。

3)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,2012/01-2015/12,结题,主持。

4)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,2008/01-2010/12,结题,主持。

5)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,2014/01-2018/12,在研,主持。

6)国家自然科学基金重点项目,51734009,深部开采与巷道围岩结构稳定控制信息化基础理论,2018/01-2022/12,骨干,参加。

7)国家自然科学基金面上项目,51674251,基于分形重构与3D打印的深部巷道围岩采动应力场与致灾机理的可视化研究,2017/01-2020/12,骨干,参加。

人才计划:

1)江苏省杰出青年基金,2015-2018,100万元;

2)教育部新世纪优秀人才,2013-2015,50万元;

3)kaiyun登录中国入口登录学科前沿专项重点项目,2015-2019,200万元;

4)kaiyun登录中国入口登录优秀创新团队项目,2014-2017,40万元;

5)kaiyun登录中国入口登录英才项目,2014-2017,50万元;

6)kaiyun登录中国入口登录重大项目培育专项(国家杰青),2021-2023,30万元;

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,2013/06-2014/12,结题,主持;

2)锦屏二级水电站大理岩破裂扩展时间效应研究,2012/04-2012/09,结题,主持;

3)铁新煤矿薄煤层上行开采可行性研究,2012/07-2013/06,结题,主持;

4)句容抽水蓄能电站闪长玢岩物理力学特性及蚀变机理研究,2019/4-2021/12,结题,主持;

5)赵庄二号井巷道支护参数安全性评价与优化研究,2020/9-2021/9,结题,主持;

6)岩溶强发育地段邻近既有运营地铁车站变形规律及控制关键技术,2021/6-2023/12,在研,主持;

7)复杂地质盾构下穿综合管廊施工影响特性及规律研究,2021/9-2023/08,在研,主持;

8)综合管廊工程与临近地铁隧道交互影响稳定性分析研究,2021/9-2023/12,在研,主持。

代表性研究成果和学术奖励情况

一、代表性论文

1.Yang Sheng-Qi*, Tang JZ, Wang SS, Yang DS, Zheng WT. An experimental and modeling investigation on creep mechanical behavior of granite under triaxial cyclic loading and unloading [J]. Rock Mechanics and Rock Engineering, 2022, 55: 5577-5597.

2.Yang Sheng-Qi*, Yin PF, Xu SB. Permeability evolution characteristics of intact and fractured shale specimens [J]. Rock Mechanics and Rock Engineering, 2021, 54: 6057-6076.

3.Yang Sheng-Qi*, Huang YH, Tian WL. Influence of water saturation and real-time testing temperature on mechanical behavior of sandstone under conventional triaxial compression [J]. Rock Mechanics and Rock Engineering, 2021, 54: 4355-4367.

4.Yang Z, Yang Sheng-Qi*, Tian WL. Peridynamic simulation of fracture mechanical behavior of granite specimen under real-time temperature and post-temperature treatments [J]. International Journal of Rock Mechanics and Mining Sciences, 2021, 138, 104573.

5.Yang Sheng-Qi*, Chen M, Tao Y. Experimental study on anchorage mechanical behavior and surface cracking characteristics of a non-persistent jointed rock mass [J]. Rock Mechanics and Rock Engineering, 2021, 54: 1193-1221.

6.Tang JZ, Yang Sheng-Qi*, Derek Elsworth, Tao Y. Three-dimensional numerical modeling of grain-scale mechanical behavior of sandstone containing an inclined rough joint [J]. Rock Mechanics and Rock Engineering, 2021, 54: 905-919.

7.Yang Sheng-Qi*, Tian WL, Derek Elsworth, Wang JG, Fan LF. An experimental study of effect of high temperature on the permeability evolution and failure response of granite under triaxial compression [J]. Rock Mechanics and Rock Engineering, 2020, 53: 4403-4427.

8.Tian WL, Yang Sheng-Qi*, Derek Elsworth, Wang JG, Li XZ. Permeability evolution and crack characteristics in granite under treatment at high temperature [J]. International Journal of Rock Mechanics and Mining Sciences, 2020, 134, 104461.

9.Yang Sheng-Qi*, Chen M, Huang YH, Jing HW, Ranjith PG. An experimental study on fracture evolution mechanism of a non-persistent jointed rock mass with various anchorage effects by DSCM, AE and X-ray CT observations [J]. International Journal of Rock Mechanics and Mining Sciences, 2020, 134, 104469.

10.Yang Sheng-Qi*, Yin PF, Li B, Yang DS. Behavior of transversely isotropic shale observed in triaxial tests and Brazilian disc tests [J]. International Journal of Rock Mechanics and Mining Sciences, 2020, 133, 104435.

11.Yang Sheng-Qi*, Huang YH, Tang JZ. Mechanical, acoustic, and fracture behaviors of yellow sandstone specimens under triaxial monotonic and cyclic loading [J]. International Journal of Rock Mechanics and Mining Sciences, 2020, 130, 104268.

12.Yang Sheng-Qi*, Yin PF, Ranjith PG. Experimental study on mechanical behavior and brittleness characteristics of Longmaxi Formation shale in Changning, Sichuan Basin, China [J]. Rock Mechanics and Rock Engineering, 2020, 53, 2461-2483.

13.Tian WL, Yang Sheng-Qi*, Huang YH, Hu B. Mechanical behavior of granite with different grain sizes after high-temperature treatment by particle flow simulation [J]. Rock Mechanics and Rock Engineering, 2020, 53, 1791-1807.

14.Huang YH, Yang Sheng-Qi*, Li WP, Matthew RH. Influence of super-critical CO2 on the strength and fracture behavior of brine-saturated sandstone specimens [J]. Rock Mechanics and Rock Engineering, 2020, 53, 653-670.

15.Yang Sheng-Qi*, Yin PF, Huang YH. Experimental and discrete element modeling on strength, deformation and failure behavior of shale under Brazilian compression [J]. Rock Mechanics and Rock Engineering, 2019, 52, 4339-4359.

16.Yang Sheng-Qi*, Huang YH, Tian WL, Yin PF, Jing HW. Effect of high temperature on deformation failure behavior of granite specimen containing a single fissure under uniaxial compression [J]. Rock Mechanics and Rock Engineering, 2019, 52: 2087-2107.

17.Yang Sheng-Qi*, Yin PF, Zhang YC, Chen M, Zhou XP, Jing HW, Zhang QY. Failure behavior and crack evolution mechanism of a non-persistent jointed rock mass containing a circular hole [J]. International Journal of Rock Mechanics and Mining Sciences, 2019, 114: 101-121.

18.Yang Sheng-Qi*, Tian WL, Jing HW, Huang YH, Yang XX, Meng B. Deformation and damage failure behavior of mudstone specimens under single-stage and multi-stage triaxial compression [J]. Rock Mechanics and Rock Engineering, 2019, 52: 673-689.

19.Yang Sheng-Qi*. Fracturing mechanism of compressed hollow-cylinder sandstone evaluated by X-ray micro-CT scanning [J]. Rock Mechanics and Rock Engineering, 2018, 51: 2033-2053.

20.Yang Sheng-Qi*, Hu B. Creep and long-term permeability of a red sandstone subjected to cyclic loading after thermal treatments [J]. Rock Mechanics and Rock Engineering, 2018, 51: 2981-3004.

21.Yang Sheng-Qi*, 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.

22.Yang Sheng-Qi*, Chen M, Jing HW, Chen KF, Meng B. A case study on large deformation failure mechanism of deep soft rock roadway in Xin'An coal mine, China [J]. Engineering Geology, 2017, 217: 89-101. (Highly Cited Paper)

23.Yang Sheng-Qi*, Huang YH, Tian WL, Zhu JB. An experimental investigation on strength, deformation and crack evolution behavior of sandstone containing two oval flaws under uniaxial compression [J]. Engineering Geology, 2017, 217: 35-48.

24.Huang YH, Yang Sheng-Qi*, Zhao J. Three-Dimensional Numerical Simulation on Triaxial Failure Mechanical Behavior of Rock-Like Specimen Containing Two Unparallel Fissures [J]. Rock Mechanics and Rock Engineering, 2016, 49(12): 4711~4729.

25.Yang Sheng-Qi*, Ju Y, Gao F, Gui YL. Strength, deformability and X-ray micro-CT observations of deeply buried marble under different confining pressures [J]. Rock Mechanics and Rock Engineering, 2016, 49(11): 4227~4224.

26.Xu P, Yang Sheng-Qi*. Permeability evolution of sandstone under short-term and long-term triaxial compression [J]. International Journal of Rock Mechanics and Mining Sciences, 2016, 85: 152~164.

27.Yang Sheng-Qi*, Tian WL, Huang YH, et al. An experimental and numerical study on cracking behavior of brittle sandstone containing two non-coplanar fissures under uniaxial compression [J]. Rock Mechanics and Rock Engineering, 2016, 49(4): 1497-1515.

28.Yang Sheng-Qi*. Experimental study on deformation, peak strength and crack damage behavior of hollow sandstone under conventional triaxial compression [J]. Engineering Geology, 2016, 213: 11-24.

29.Yang Sheng-Qi*, Xu P, Ranjith PG. Damage model of coal under creep and triaxial compression [J]. International Journal of Rock Mechanics and Mining Sciences, 2015, 80: 337-345.

30.Yang Sheng-Qi*, Jing HW, Cheng L. Influences of pore pressure on short-term and creep mechanical behavior of red sandstone [J]. Engineering Geology, 2014, 179: 10~23.

31.Yang Sheng-Qi*, Huang YH, Jing HW, Liu XR. Discrete element modeling on fracture coalescence behavior of red sandstone containing two unparallel fissures under uniaxial compression [J]. Engineering Geology, 2014, 178: 28~48. (Highly Cited Paper)

32.Yang Sheng-Qi*, Liu XR, Jing HW. Experimental investigation on fracture coalescence behavior of red sandstone containing two unparallel fissures under uniaxial compression [J]. International Journal of Rock Mechanics and Mining Sciences, 2013, 63: 82~92.

33.Yang Sheng-Qi*, Jing HW. Evaluation on strength and deformation behavior of red sandstone under simple and complex loading paths [J]. Engineering Geology, 2013, 164: 1~17.

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

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

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

二、专著

(1) Sheng-Qi Yang. Mechanical behavior and damage fracture mechanism of deep rocks [M]. Springer Press, 2022.

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

(3)杨圣奇. 裂隙岩石力学特性研究及时间效应分析 [M]. 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) 杨圣奇,陈淼,张元超,一种大断面煤巷掘进工作面防片帮挡杆及支护方法,中国,ZL201610065232.4。

(9) 杨圣奇,田文岭,殷鹏飞,刘相如,温森,一种含预制裂隙长方体岩石常规三轴试验的密封压头及试验方法,中国,ZL201710992379.2。

(10) 杨圣奇,田文岭,殷鹏飞,刘相如,一种长方体岩石试样常规三轴压缩试验的变形测量装置及方法,中国,ZL201710991210.5。

(11) 杨圣奇,唐劲舟,田文岭,一种圆柱形岩样多角度劈裂装置及其方法,中国,ZL201810033448.1。

(12) 杨圣奇,黄彦华,田文岭,一种用于岩石双轴试验的可调侧向压力加载装置及其试验方法,中国,ZL201611020261.5。

四、获得学术奖励

杨圣奇(1/5),深部岩石变形破坏机理与非线性流变力学本构模型,江苏省科学技术奖,二等奖,2018;

杨圣奇(2/5),岩石材料裂纹演化机理及非连续数值方法研究,教育部自然科学奖,一等奖,2018;

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。