中國(guó)礦業(yè)大學(xué)（徐州）深部重點(diǎn)實(shí)驗(yàn)室研究生導(dǎo)師：楊圣奇

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個(gè)人簡(jiǎn)介

楊圣奇，1978年12月生，博士，現(xiàn)為中國(guó)礦業(yè)大學(xué)教授、博士生導(dǎo)師，力學(xué)與土木工程學(xué)院副院長(zhǎng)。江蘇省杰出青年基金、教育部新世紀(jì)優(yōu)秀人才、江蘇省六大人才高峰、江蘇省333高層次人才中青年學(xué)術(shù)技術(shù)帶頭人、中國(guó)巖石力學(xué)與工程學(xué)會(huì)青年科技獎(jiǎng)以及孫越崎青年科技獎(jiǎng)獲得者，法國(guó)巴黎綜合理工大學(xué)訪問(wèn)學(xué)者、澳大利亞政府奮進(jìn)訪問(wèn)研究員、莫納什大學(xué)、新加坡南洋理工大學(xué)、英國(guó)諾丁漢大學(xué)與帝國(guó)理工大學(xué)訪問(wèn)教授。主要研究方向?yàn)椋荷畈糠沁B續(xù)巖石力學(xué)、深部巖石流變力學(xué)、深部地下工程穩(wěn)定控制，承擔(dān)包括3項(xiàng)國(guó)家自然科學(xué)基金項(xiàng)目與1項(xiàng)國(guó)家973骨干課題在內(nèi)的10余項(xiàng)縱向課題，作為主要骨干參與1項(xiàng)國(guó)家自然科學(xué)基金重點(diǎn)項(xiàng)目與1項(xiàng)國(guó)家自然科學(xué)基金面上項(xiàng)目。

研究成果在德國(guó)Springer出版1部英文專(zhuān)著《Strength failure and crack evolution behavior of rock materials containing pre-existing fissures》(2015年，獨(dú)著)，在科學(xué)出版社出版1部中文專(zhuān)著《裂隙巖石力學(xué)特性研究及時(shí)間效應(yīng)分析》(2011年，獨(dú)著)，以第一或通訊作者在《Rock Mechanics and Rock Engineering》、《International Journal of Rock Mechanics and Mining Sciences》、《Geophysical Journal International》、《Engineering Geology》、《Journal of Structural Geology》、《Geothermics》等國(guó)內(nèi)外學(xué)術(shù)期刊上發(fā)表SCI與EI論文110篇，其中有67篇被SCI收錄，影響因子大于2.0的SCI論文有44篇。1篇SCI論文入選地球科學(xué)領(lǐng)域ESI前0.1%熱點(diǎn)論文，2篇SCI論文入選地球科學(xué)領(lǐng)域ESI前1%高倍引論文，3篇SCI論文被評(píng)為“Engineering Geology”等權(quán)威雜志的Top25熱點(diǎn)論文，發(fā)表的第一或通訊作者SCI論文在Web of Science中被他引736次，單篇最高SCI他引70次。獲批14項(xiàng)國(guó)家發(fā)明專(zhuān)利，榮獲包括教育部自然科學(xué)一等獎(jiǎng)在內(nèi)的省部級(jí)獎(jiǎng)6項(xiàng)，其中2018年江蘇省科技進(jìn)步二等獎(jiǎng)，排名第一。

擔(dān)任應(yīng)用基礎(chǔ)與工程科學(xué)學(xué)報(bào)(EI收錄)等多個(gè)期刊編委，以及Rock Mechanics and Rock Engineering、Engineering Geology等10余個(gè)國(guó)際學(xué)術(shù)期刊的評(píng)審人，兼任國(guó)際巖石力學(xué)學(xué)會(huì)會(huì)員、美國(guó)巖石力學(xué)協(xié)會(huì)會(huì)員、中國(guó)巖石力學(xué)與工程學(xué)會(huì)測(cè)試專(zhuān)委會(huì)委員、中國(guó)巖石力學(xué)與工程學(xué)會(huì)地下工程分會(huì)理事、江蘇省巖土力學(xué)與工程學(xué)會(huì)常務(wù)理事，曾在國(guó)內(nèi)外學(xué)術(shù)會(huì)議上作特邀及專(zhuān)題報(bào)告10余次。

Email：yangsqi@cumt.edu.cn

獲獎(jiǎng)、榮譽(yù)稱(chēng)號(hào)

2018年，江蘇省科技進(jìn)步二等獎(jiǎng)(基礎(chǔ)類(lèi))，排名第一;

2018年，教育部自然科學(xué)一等獎(jiǎng)，排名第二;

2015年，教育部自然科學(xué)一等獎(jiǎng)，排名第五;

2010年，教育部科技進(jìn)步二等獎(jiǎng)，排名第三;

江蘇省杰出青年基金;

教育部新世紀(jì)優(yōu)秀人才;

江蘇省六大人才高峰;

江蘇省333高層次人才中青年學(xué)術(shù)技術(shù)帶頭人;

中國(guó)巖石力學(xué)與工程學(xué)會(huì)青年科技獎(jiǎng);

孫越崎青年科技獎(jiǎng)。

社會(huì)、學(xué)會(huì)及學(xué)術(shù)兼職

2013年應(yīng)用基礎(chǔ)與工程科學(xué)報(bào)(EI收錄期刊)編委

2013年The Scientific World Journal (SCI收錄期刊)編委

2018年任Coupled Processes in Fractured Geological Media: Observation, Modeling, and Application組織委員會(huì)委員

2018年任國(guó)際巖石力學(xué)學(xué)會(huì)斷裂巖石熱-水-力-化學(xué)耦合過(guò)程委員會(huì)(ISRM Commission on THMC in Fractured Rock)成員

2018年第37屆國(guó)際采礦巖層控制會(huì)議組織委員會(huì)副主任

2018年任第2屆國(guó)際地質(zhì)力學(xué)、地質(zhì)能源以及地質(zhì)資源大會(huì)組織委員會(huì)委員

2016年任第1屆國(guó)際地質(zhì)力學(xué)、地質(zhì)能源以及地質(zhì)資源大會(huì)組織委員會(huì)委員

2016年任第3屆多尺度巖土力學(xué)與巖土工程國(guó)際會(huì)議組織委員會(huì)委員以及分會(huì)場(chǎng)主席

2016年任第2屆國(guó)際巖石動(dòng)力學(xué)會(huì)議分會(huì)場(chǎng)主席

2014年任第1屆國(guó)際軟巖理論與技術(shù)研討會(huì)學(xué)術(shù)委員會(huì)委員以及分會(huì)場(chǎng)主席

2016年江蘇省巖土力學(xué)與工程學(xué)會(huì)常務(wù)理事(任期五年)

2015年中國(guó)巖石力學(xué)與工程學(xué)會(huì)測(cè)試專(zhuān)業(yè)委員會(huì)委員(聘期四年)

2014年中國(guó)巖石力學(xué)與工程學(xué)會(huì)地下工程分會(huì)理事(聘期四年)

研究領(lǐng)域

深部巖石力學(xué)與地下工程

科研項(xiàng)目

1 項(xiàng)目名稱(chēng)：深部復(fù)合地層力學(xué)行為及TBM卡機(jī)災(zāi)害控制效應(yīng)，來(lái)源：國(guó)家973項(xiàng)目骨干課題(2014CB046905)，經(jīng)費(fèi)：80萬(wàn)元，主要承擔(dān)工作：負(fù)責(zé)

2 項(xiàng)目名稱(chēng)：深部高滲透水壓作用下巖石流變力學(xué)特性試驗(yàn)與模型研究，來(lái)源：國(guó)家自然科學(xué)基金面上項(xiàng)目(41272344)，經(jīng)費(fèi)：76萬(wàn)元，主要承擔(dān)工作：負(fù)責(zé)

3 項(xiàng)目名稱(chēng)：深部斷續(xù)裂隙巖石強(qiáng)度特性及其變形破壞機(jī)理研究，來(lái)源：國(guó)家自然科學(xué)基金面上項(xiàng)目(51179189)，經(jīng)費(fèi)：59萬(wàn)元，主要承擔(dān)工作：負(fù)責(zé)

4 項(xiàng)目名稱(chēng)：巖石力學(xué)與工程，來(lái)源：教育部新世紀(jì)優(yōu)秀人才支持計(jì)劃項(xiàng)目(NCET-12- 0961)，經(jīng)費(fèi)：50萬(wàn)元，主要承擔(dān)工作：負(fù)責(zé)

5 項(xiàng)目名稱(chēng)：深部非連續(xù)巖體力學(xué)行為與損傷破壞機(jī)理研究，來(lái)源：校基本科研業(yè)務(wù)費(fèi)項(xiàng)目(英才培育工程專(zhuān)項(xiàng))，經(jīng)費(fèi)：50萬(wàn)元，主要承擔(dān)工作：負(fù)責(zé)

6 項(xiàng)目名稱(chēng)：錦瑞煤礦巷道頂板圍巖分類(lèi)與錨桿支護(hù)參數(shù)優(yōu)化研究，來(lái)源：礦山工程項(xiàng)目課題(7U139299)，經(jīng)費(fèi)：49萬(wàn)元，主要承擔(dān)工作：負(fù)責(zé)

發(fā)表論文

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.

Yang Sheng-Qi*, Huang YH, Ranjith P.G. Failure mechanical and acoustic behavior of brine saturated-sandstone containing two pre-existing flaws under different confining pressures [J]. Engineering Fracture Mechanics, 2018, 193: 108-121.

Yang Sheng-Qi*, Tian WL, Huang YH, Ma ZG, Fan LF, Wu ZJ. Experimental and discrete element modeling on cracking behavior of sandstone containing a single oval flaw under uniaxial compression [J]. Engineering Fracture Mechanics, 2018, 194: 154-174.

Yang Sheng-Qi*, Tian WL, Huang YH. Failure mechanical behavior of pre-holed granite specimens after elevated temperature by particle flow code [J]. Geothermics, 2018, 72: 124-137.

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.

Yang Sheng-Qi*, Chen M, Fang G, Wang YC, Meng B, Li YH, Jing HW. Physical experiment and numerical modelling of tunnel excavation in slanted upper-soft and lower-hard strata [J]. Tunnelling and Underground Space Technology, 2018, 82: 248-264.

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.

Yang Sheng-Qi*, Xu P, Li YB, et al. Experimental investigation on triaxial mechanical and permeability behavior of sandstone after exposure to different high temperature treatments [J]. Geothermics, 2017, 69: 93-109.

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.

Yang Sheng-Qi, Ranjith PG, Jing HW*, Tian WL, Ju Y. An experimental investigation on thermal damage and failure mechanical behavior of granite after exposure to different high temperature treatments [J]. Geothermics, 2017, 65: 180-197.

Yang Sheng-Qi*, Huang YH. An experimental study on deformation and failure mechanical behavior of granite containing a single fissure under different confining pressures[J]. Environmental Earth Sciences, 2017, 76: 364. DOI 10.1007/s12665 -017 -6696-4.

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.

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.

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.

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.

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.

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.

Yang Sheng-Qi*, Ranjith PG, Gui YL. Experimental study of mechanical behavior and X-ray micro CT observations of sandstone under conventional triaxial compression [J]. Geotechnical Testing Journal, 2015, 38(2): 178-197.

Yang Sheng-Qi*, Ranjith PG, Huang YH, et al. Experimental investigation on mechanical damage characteristics of sandstone under triaxial cyclic loading [J]. Geophysical Journal International, 2015, 201(2): 662-682.

Yang Sheng-Qi, 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 [J]. Archives of Civil and Mechanical Engineering, 2015, 15: 1085~1097.

Yang Sheng-Qi*, 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 [J]. Journal of Structural Geology, 2014, 69(Part A): 245~264.

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.

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.

Jing HW, Yang Sheng-Qi*, Zhang ML, Xu GA, Chen KF. An experimental study on anchorage strength and deformation behavior of large-scale jointed rock mass [J]. Tunnelling and Underground Space Technology, 2014, 43: 184~197.

Yang Sheng-Qi*, 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.

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

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. Rock Mechanics and Rock Engineering, 2012, 45(4): 583~606.

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. Rock Mechanics and Rock Engineering, 2012, 45(4): 563~582.

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

Yang Sheng-Qi*, 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.

Yang Sheng-Qi*. 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.

Yang Sheng-Qi*, 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.

Yang Sheng-Qi*, 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.

Yang Sheng-Qi*, 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.

Yang Sheng-Qi*, 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.

出版專(zhuān)著和教材

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

科研創(chuàng)新

教學(xué)活動(dòng)

講授<<高等巖石力學(xué)>>(雙語(yǔ))

指導(dǎo)學(xué)生情況

已培養(yǎng)1名出站博士后，4名畢業(yè)博士與10名畢業(yè)碩士。指導(dǎo)的研究生中1名博士畢業(yè)后入選國(guó)家博士后創(chuàng)新人才支持計(jì)劃，5名博士生榮獲國(guó)家公派留學(xué)生項(xiàng)目資助赴美國(guó)、澳大利亞、英國(guó)等著名高校進(jìn)行聯(lián)合培養(yǎng)，5名博士生與6名碩士生榮獲國(guó)家獎(jiǎng)學(xué)金，2名博士生與3名碩士生榮獲校優(yōu)秀創(chuàng)新研究生獎(jiǎng)學(xué)金，5名研究生榮獲江蘇省土木工程專(zhuān)業(yè)優(yōu)秀畢業(yè)生，3名研究生畢業(yè)論文獲批江蘇省優(yōu)秀碩士學(xué)位論文。