伍武星，男，江西高安人，中共党员，毕业于东南大学，芬兰奥卢大学（University of Oulu）矿业工程联合培养博士，获工学博士学位。现为湖南科技大学资源环境与安全工程学院，采矿工程系教师。主要研究兴趣：地深部工程灾害机理、岩石动力学。担任Geohazard Mechanics期刊青年编委和多个国内外期刊审稿专家，为岩石破碎工程委员会委员、国际岩石力学学会会员、中国岩石力学与工程学会会员、中国煤炭学会会员等。先后参与多项国家自然科学基金项目，在岩石力学与地下工程领域国内外顶级期刊International Journal of Rock Mechanics and Mining Sciences、Tunnelling and Underground Space Technology、Rock Mechanics and Rock Engineering、《岩石力学与工程学报》等发表多篇学术论文，获绿色矿山科学技术奖一等奖1项。
热忱欢迎采矿工程、力学、岩土工程、安全工程、计算机及数学相关背景、并特别有志于解决深部地下岩石工程科研难题的同学加入课题组--深部矿山岩体力学与岩层控制科研团队（团队负责人：余伟健教授）！
E-mail: [email protected]
期刊论文
[1] Fengqiang Gong, Wuxing Wu, Tianbin Li, Xuefeng Si. Experimental simulation and investigation of spalling failure of rectangular tunnel under different three-dimensional stress states. International Journal of Rock Mechanics and Mining Sciences, 2019, 122:104081. (中科院1区, ESI高被引/热点论文)
[2] Wuxing Wu, Fengqiang Gong, Li Ren, Weijian Yu, Zongxian Zhang. Dynamic triggering mechanism of rockburst in highly stressed rectangular tunnel under impact load. Tunnelling and Underground Space Technology, 2025, 165:106980. (中科院1区)
[3] Wuxing Wu, Fengqiang Gong, Zongxian Zhang. Sidewall rockburst characteristics of highly stressed circular tunnel under impact load. Journal of Rock Mechanics and Geotechnical Engineering, 2024, 16(12):4909-4924. (中科院1区)
[4] Wuxing Wu, Fengqiang Gong, Zongxian Zhang. Experimental investigation rockburst characteristics of highly stressed D-shape tunnel subjected to impact load. Underground Space, 2024, 19:153-168. (中科院1区)
[5] Wuxing Wu, Fengqiang Gong, Li Ren, Lei He. Strain rockburst failure characteristics and mechanism of high stress circular hard rock tunnel triggered by dynamic impact load. International Journal of Rock Mechanics and Mining Sciences, 2023, 171:105575. (中科院1区)
[6] Fengqiang Gong, Wuxing Wu, Li Ren. Rockburst process and strength-weakening effect of the high-stress circular tunnel under internal unloading. Journal of Rock Mechanics and Geotechnical Engineering, 2023, 4(15):864-885. (中科院1区)
[7] Wuxing Wu, Fengqiang Gong, Quan Jiang. Influence of water on rockburst of surrounding rock in deep circular tunnels under triaxial internal unloading conditions. Tunnelling and Underground Space Technology, 2023, 138:105165. (中科院1区)
[8] Wuxing Wu, Fengqiang Gong, Quan Jiang, Lei He. Strength reduction of initial high-stress rock pillars under different triaxial unloading paths. Rock Mechanics and Rock Engineering, 2023, 56:3519-3537. (中科院1区)
[9] Wuxing Wu, Fengqiang Gong, Quan Jiang. Strength weakening effect of high static pre-stressed granite subjected to low-frequency dynamic disturbance under uniaxial compression. Transactions of Nonferrous Metals Society of China, 2022, 7(32):2353-2369. (中科院1区)
[10] Wuxing Wu, Fengqiang Gong, Weimin Yang. Experimental simulation study of spalling in deep rectangular tunnel with plastic fine grain marble. Tunnelling and Underground Space Technology, 2020, 98:103319. (中科院1区)
[11] Wuxing Wu, Fengqiang Gong. Dynamic tensile strength weakening effect of pretension stressed red sandstone under impact load. Journal of Central South University, 2023, 30:3349-3360. (中科院2区)
[12] Wuxing Wu, Fengqiang Gong, Quan Jiang, Lei He. Fracture toughness weakening effect of high static pre-loaded CSTBD granite subjected to low frequency dynamic disturbance during the rock fracture. Engineering Fracture Mechanics, 2022, 269:108566. (中科院2区)
[13] Fengqiang Gong, Wuxing Wu, Le Zhang. Brazilian disc test study on tensile strength-weakening effect of high pre-loaded red sandstone under dynamic disturbance. Journal of Central South University, 2020, 29:596-610. (中科院2区)
[14] Fengqiang Gong, Wuxing Wu, Tianbin Li. Simulation test of spalling failure of surrounding rock in rectangular tunnels with different height-to-width ratios. Bulletin of Engineering Geology and the Environment, 2020, 79:3207-3219. (中科院2区)
[15] Wuxing Wu, Fengqiang Gong, Zongxian Zhang. Sidewall rockburst of highly stressed D-shape hole tunnel triggered by impact load: An experimental investigation. Rock Mechanics Bulletin, 2023, 3(1):100094. (JCR Q1, 卓越期刊)
[16] Yatao Yan, Siwei Wang, Wuxing Wu, Xinshuai Shi, Xiao Wang. Numerical studies of dynamic properties and cracking behavior of sandstone with randomly distributed flaws subjected to dynamic loading. Computational Particle Mechanics, 2023, 10:1781-1794. (中科院3区)
[17] 伍武星，宫凤强，高明忠，Zongxian Zhang. 冲击扰动下断面形状对深部隧洞岩爆的影响研究. 岩石力学与工程学报, 2024, 43(09):2257-2272. (EI, 卓越期刊)
[18] 宫凤强，伍武星，李天斌，司雪峰. 深部硬岩矩形隧洞围岩板裂破坏的试验模拟研究. 岩土力学, 2019, 6(29):2085-2098. (EI, 卓越期刊, 入选中国知网学术精要高PCSI论文)
团体标准
煤岩冲击倾向性直接指数测定规程T/GRM 138-2025. 中关村绿色矿山产业联盟团体标准, 参编
专利与软著
[1] 伍武星, 宫凤强, 代金豪, 李建春. 利用B-SHPB模拟冲击扰动诱发深部洞壁岩爆的试验方法. CN202211273081.3.（发明专利，实审阶段）
[2] 宫凤强, 伍武星, 代金豪, 李建春. 利用T-SHPB模拟冲击扰动诱发深部矿柱岩爆的试验方法. CN202211273030.0.（发明专利，实审阶段）
[3] 宫凤强, 代金豪, 伍武星. 一种考虑开挖扰动效应的围岩岩爆倾向性定量评价方法. CN202211032650.5.（发明专利）
[4] 宫凤强, 代金豪, 伍武星. 一种基于H-B准则经验参数定量确定的围岩稳定性分析方法及系统. CN202210892411.0.（发明专利）
[5] 伍武星, 余伟健, 吴根水, 吴秋红, 刘子璐. 动静组合加载下深部层理围岩岩爆强度压力监测软件V1.0. 2025SR1080749.（软件著作权）
[6] 伍武星, 吴秋红, 余伟健, 吴根水, 刘子璐. 动力扰动下锚固围岩岩爆倾向性评估数据可视化分析软件V1.0. 2025SR1072540 2025.6.24.（软件著作权）
[7] 吴根水, 余伟健, 王平, 张自政, 袁超, 刘子璐, 方传峰, 伍武星. 深部巷道围岩多层次注浆协同控制可视化软件V1.0. 2025SR0097995.（软件著作权）
[8] 吴根水, 余伟健, 王平, 张自政, 袁超, 刘子璐, 方传峰, 伍武星. 深部巷道围岩多源致灾变形灾害预警平台V1.0. 2025SR0098016.（软件著作权）
奖励与称号
[1] 2019年度中南大学研究生澳大利亚FMG奖学金
[2] 2020年中南大学优秀毕业研究生
[3] 2022年度绿色矿山科学技术奖一等奖（3/5）
[4] 2023年东南大学博士研究生国家奖学金
[5] 2024年东南大学优秀毕业研究生
参与项目
[1] 湖南科技大学科研启动项目—动力扰动下深井硬岩巷道围岩应变型岩爆过程及诱发机制研究，主持
[2] 中南大学研究生创新项目—深部硬岩矩形隧洞围岩板裂破坏模拟试验与机理研究，主持
[3] 国家自然科学基金面上项目—深部岩石应变型岩爆的能量驱动机理与倾向性判据研究，参研
[4] 中央高校基本科研业务费专项—高应力卸载扰动作用下岩爆过程和诱发机理研究，参研
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