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伍武星

来源:发表时间:2024-09-29字体大小:

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伍武星,男,江西高安人,中共党员,毕业于东南大学土木工程专业(University of Oulu联合培养博士),获工学博士学位。现为新葡亰8883ent,采矿工程系教师。主要研究兴趣:地下工程灾害机理及防治、岩石动力学、巷(隧)道围岩控制、冲击地压。主持中南大学研究生创新项目1项,参与国家自然科学基金项目3项。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,获得绿色矿山科学技术奖一等奖1项。

联系方式:wwxgaoan@163.com

代表性论文:

[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, ESI高被引/热点论文, Top期刊)

[2]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, Top期刊)

[3]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, Top期刊)

[4]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, Top期刊)

[5]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, Top期刊)

[6]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, 卓越期刊)

[7]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, 卓越期刊)

[8]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, 卓越期刊)

[9]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2, Top期刊)

[10]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, Top期刊)

[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, 卓越期刊)

[12]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, 卓越期刊)

[13]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)

[14]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. (卓越期刊)

[15]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)

[16]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)

获得奖励与称号:

[1]2020年中南大学优秀毕业研究生

[2]2022年度绿色矿山科学技术奖一等奖(3/5

[3]2023年东南大学博士研究生国家奖学金

[4]2024年东南大学优秀毕业研究生


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