宫凤强

发布者:张爱芹发布时间:2019-09-04浏览次数:8607



宫凤强教授

地址: 江苏省南京市江宁区东南大学九龙湖校区土木工程学院

Email: fengqiangg@126.com 微信号:frank9919

办公地点:土木科研楼1412


个人情况简介:

本科、硕士、博士均就读于中南大学(瑞士洛桑联邦理工大学联合培养博士,国家首批公派研究生),工程力学专业博士后。博士毕业后在中南大学工作,曾任资源与安全工程学院地下空间工程系副主任,入选湖南省普通高校青年骨干教师、中南大学升华育英人才计划和创新驱动计划,2014年获批博士生导师。20198月入职东南大学,现为土木工程学院教授、博士生导师,河南省地下空间开发及诱发灾变防治国际联合实验室客座教授。主要从事岩爆和冲击地压发生机理、岩石储能规律、深部围岩强度弱化机理、深部岩石动力学等方面的科研和教学工作。主持国家自然科学基金项目、博士后特别资助项目等10余项科研课题,参与国家重点研发计划项目课题(执行课题长)、国家自然科学基金重点项目、科技部973项目课题、交通运输部科技攻关项目、十二五科技支撑计划、校企合作等10余项科研课题。在岩石力学与地下工程领域国际顶级期刊《International Journal of Rock Mechanics and Mining Sciences》、《Tunnelling and Underground Space Technology》、《Rock Mechanics and Rock Engineering》发表论文20余篇,学术论文被SCI收录60余篇(第一及通讯作者论文总被引600多次)、EI收录70余篇(第一及通讯作者论文总被引1700多次),多篇论文入选ESI高被引论文和热点论文。授权国家发明专利10项、实用新型专利6项。2021年在中国岩石力学与工程领域最高学术论坛——“陈宗基讲座”第十一讲暨川藏铁路岩石力学与工程高端论坛上作大会特邀报告。入选美国斯坦福大学发布的全球前2%顶尖科学家(World’s Top 2% Scientists 2020)年度影响力(Single year impact)榜单。

担任本科生班导师及土木交通大类本科生导师,所在班级获得校级优良学风践行优秀班级、五四红旗团支部、先进班集体、先进优秀团支部、十佳团日活动标兵等荣誉称号,本人连续3学年被评为校级优秀班导师;连续多年担任国家级大学生创新类项目指导教师,被评为校级创新创业教育优秀个人。担任多项校级研究生自主探索创新项目指导老师。培养博士研究生、硕士研究生20余名,已有6名同学获研究生国家奖学金,2名同学获得省级优秀硕士学位论文、3名同学获得校级优秀硕士学位论文,1名博士生获得校级优秀研究生标兵荣誉称号,多

同学获得学校优秀学生干部、优秀团员、优秀学生称号。

先后获教育部自然科学奖一等奖、湖南省自然科学奖一等奖、湖南省技术发明奖一等奖等省部级科技奖励一等奖6项、湖南省科技进步奖二等奖等3项,并获中国岩石力学与工程学会青年科技奖、湖南省青年科技奖、中国百篇最具影响国内学术论文、中国精品科技期刊顶尖学术论文(8篇)、中国有色金属科技论文奖一等奖和科学中国人年度人物、“陈宗基”讲座优秀学者等荣誉称号。博士论文被评为中国岩石力学与工程学会优秀博士学位论文和湖南省优秀博士学位论文。

先后担任中国岩石力学与工程学会第八届理事会理事、岩石破碎工程专委会副主任委员、湖南省岩石力学与工程学会秘书长、岩石动力学专委会副秘书长、工程安全与防护专委会常务理事、地下工程分会和教育委员会理事;中国土木工程学会工程风险与保险研究分会理事;中国地质学会工程地质专委会青年工作委员会委员。多次参与组织了CHINAROCK暨中国岩石力学与工程学术年会、全国岩石动力学学术会议、湖南省岩石力学与工程学术年会、International Conference on Rock Dynamics and ApplicationsInternational Conference on Geo-Mechanics, Geo-Energy and Geo-Resources等学术会议,所在专委会和省级学会被评为“先进党的工作小组”、“先进集体”、“理事会先进学会”、“全省学会工作先进集体”、“优秀组织单位”,本人被评为“学会优秀共产党员”、“省级科协所属学会优秀共产党员”、“理事会先进个人”、“全省学会工作先进个人”。

目前担任《岩石力学与工程学报》、《工程地质学报》和《采矿与岩层控制工程》编委、《International Journal of Mining Science and Technology》、《Journal of Central South University》、《中南大学学报》(自科版)和《中国矿业大学学报》(自科版)青年编委,《煤炭学报》科学编辑。应邀为《International Journal of Rock Mechanics and Mining Sciences》、《Tunnelling and Underground Space Technology》、《Rock Mechanics and Rock Engineering》等20多种国际学术期刊和《力学学报》、《岩石力学与工程学报》等30多种国内学术期刊审稿。被多种学术期刊评为“Outstanding reviewer”、“优秀专刊策划人”、“优秀审稿专家”、“优秀审稿人”。


教学情况:

本科生:岩体力学、土力学与工程地质、城市地下工程防灾减灾、地下储库工程、地下结构可靠性、岩土工程概论

研究生:岩石动力学与地下工程、高等岩石力学、岩土工程风险分析理论与方法、损伤力学与非线性

研究方向:

1)岩爆、冲击地压、板裂发生机理;(2)岩石线性储耗能规律及应用;(3)深部岩石动力学;(4)深部围岩强度弱化机理;(5)岩石损伤本构模型;(6)岩土工程可靠度


部分学术论文:

  1. Fengqiang Gong*Yunliang WangZhiguo Wanget al. A new criterion of coal burst proneness based on the residual elastic energy index [J]. International Journal of Mining Science and Technology2021.

  2. Lei XuFengqiang Gong*Song Luo. Effects of pre-existing single crack angle on mechanical behaviors and energy storage characteristics of red sandstone under uniaxial compression[J].Theoretical and Applied Fracture Mechanics2021113102933.

  3. Youqiang SuFengqiang Gong*Song Luoet al.  Experimental study on the energy storage and dissipation characteristics of granite under two-dimensional compression with constant confining pressure[J]. Journal of Central South University2021283):848-865.

  4. Xuefeng SiFengqiang Gong*.Strength-weakening effect and shear-tension failure mode transformation mechanism of rockburst for fine-grained granite under triaxial unloading compression[J]. International Journal of Rock Mechanics and Mining Sciences2020131104347.

  5. Fengqiang Gong*, Yunliang Wang, Song Luo. Rockburst proneness criteria for rock materials: Review and new insights[J]. Journal of Central South University, 2020, 27(10): 27932821.

  6. Song Luo, Fengqiang Gong*. Energy storage and dissipation laws of rocks under preset angle shear conditions[J]. Rock Mechanics and Rock Engineering20202020533303–3323.

  7. Song LuoFengqiang Gong*. Linear energy storage and dissipation laws during rock fracture under three-point flexural loading[J]. Engineering Fracture Mechanics2020234107102.

  8. Chen WuFengqiang GongYong Luo. A new quantitative method to identify the crack damage stress of rock using AE detection parameters[J]. Bulletin of Engineering Geology and the Environment202080:519-531.

  9. Fengqiang Gong*Chen Wu. Identifying crack compaction and crack damage stress thresholds of rock using load–unload response ratio (LURR) theory[J]. Rock Mechanics and Rock Engineering202053: 943–954.

  10. Wuxing WuFengqiang Gong*Weimin Yang*. Experimental simulation study of spalling in deep rectangular tunnel with plastic fine grain marble[J]. Tunnelling and Underground Space Technology202098: 103319.

  11. Fengqiang Gong*Song LuoGe Linet al. Evaluation of shear strength parameters of rocks by preset angle shear, direct shear and triaxial compression tests[J]. Rock Mechanics and Rock Engineering202053:2505–2519.

  12. Fengqiang Gong *Wuxing WuTianbin Li. Simulation test of spalling failure of surrounding rock in rectangular tunnels with different height-to-width ratios[J]. Bulletin of Engineering Geology and the Environment202079:3207–3219.

  13. Yong LuoFengqiang Gong*Xibing LiShanyong Wang. Experimental simulation investigation of the influence of depth on spalling characteristics in circular hard rock tunnel[J]. Journal of Central South University202027(3)891–910.

  14. Liuliu LiFengqiang Gong*. Experimental investigation on the energy storage characteristics of red sandstone in triaxial compression tests with constant confining pressure[J]. Shock and Vibration20202020Article ID 8839761:1-11.

  15. Fengqiang Gong*Wuxing WuTianbin Liet al. Experimental simulation and investigation of spalling failure of rectangular tunnel under different three-dimensional stress states[J]. International Journal of Rock Mechanics and Mining Science2019122104081.

  16. Fengqiang Gong*Wuxing WuLe Zhang. Brazilian disc test study on tensile strength-weakening effect of high pre-loaded red sandstone under dynamic disturbance[J]. Journal of Central South University202027(10): 2899−2913.

  17. Jiajun YangFengqiang Gong*Dongqiao Liuet al. Experimental Study on the influence of specimen shape on rockburst proneness of red sandstone[J]. Shock and Vibration20202020Article ID 4182861:1-17.

  18. Fengqiang Gong*Jingyi YanXibing Liet al. A peak-strength strain energy storage index for bursting proneness of rock materials[J]. International Journal of Rock Mechanics and Mining Science201911776–89.

  19. Fengqiang Gong*Xuefeng SiXibing Liet al. Dynamic triaxial compression tests on sandstone at high strain rates and low confining pressures with split Hopkinson pressure bar[J]. International Journal of Rock Mechanics and Mining Science2019113211–219.

  20. Xuefeng SiFengqiang Gong*Xibing Liet al. Dynamic Mohr–Coulomb and Hoek–Brown strength criteria of sandstone at high strain rate[J]. International Journal of Rock Mechanics and Mining Science201911548–59.

  21. Fengqiang Gong*Chen WuSong Luoet al. Load–unload response ratio characteristics of rock materials and their application in prediction of rockburst proneness[J]. Bulletin of Engineering Geology and the Environment2019787):5445–5466.

  22. Fengqiang Gong*Jingyi YanSong Luoet al. Investigation on the linear energy storage and dissipation laws of rock materials under uniaxial compression[J]. Rock Mechanics and Rock Engineering201952(11)4237–4255.

  23. Yong LuoFengqiang Gong*Dongqiao Liuet al. Experimental simulation investigation on the process and failure characteristics of spalling in D-shaped tunnels under true-triaxial loading conditions[J]. Tunnelling and Underground Space Technology201990:42-61.

  24. Fengqiang Gong*Xuefeng SiXibing Liet al. Experimental investigation of strain rockburst in circular caverns under deep three-dimensional high-stress conditions[J]. Rock Mechanics and Rock Engineering201952(5)1459–1474.

  25. Fengqiang Gong*Wuxing WuTianbin Liet al. Experimental simulation and investigation of spalling failure of rectangular tunnel under different three-dimensional stress states[J]. International Journal of Rock Mechanics and Mining Sciences2019122104081.

  26. Fengqiang Gong*Song LuoJingyi Yan. Energy storage and dissipation evolution process and characteristics of marble in three tension-type failure tests[J]. Rock Mechanics and Rock Engineering20185111):3613–3624.

  27. Fengqiang Gong*Yong LuoXibing Liet al. Experimental simulation investigation on rockburst induced by spalling failure in deep circular tunnels[J].  Tunnelling and Underground Space Technology201881413–427.

  28. Fengqiang Gong*Hao YeYong Luo. The effect of high loading rate on the behaviour and mechanical properties of coal-rock combined body[J]. Shock and Vibration20182018Article ID 43745301–9.

  29. Xibing Li*Fengqiang GongMing Taoet al. Failure mechanism and coupled static-dynamic loading theory in deep hard rock miningA review[J]. Journal of Rock Mechanics and Geotechnical Engineering20179767-782.

  30. Fengqiang GongGaofeng Zhao*. Dynamic indirect tensile strength of sandstone under different loading rates[J]. Rock Mechanics and Rock Engineering201447(6)2271-2278.