黄阜,男,1983年5月生,湖南岳阳人。2012年7月至今,在皇冠welcome体育任教,现为皇冠welcome体育土木工程学院岩土与隧道工程系副教授。在《International Journal of Rock Mechanics and Mining Sciences》,《Rock Mechanics and Rock Engineering》,《Computers and Geotechnics》,《International Journal of Geomechanics》,《岩土工程学报》,《岩土力学》,等国内外学术期刊发表学术论文多篇。论文总共被SCI他引39次;单篇论文最大被SCI他引次数14次;两篇论文入选ScienceDirect 25TOP Hottest Articles。担任《Computers and Geotechnics》,《Journal for Numerical and Analytical Methods in Geomechanics》,《International Journal of Geomechanics》,《岩土工程学报》,《中国公路学报》等学术期刊审稿专家。
三、 教育背景
2002年9月-2006年6月,中南大学土木工程学院,土木工程专业,获得学士学位;
2006年9月-2012 年5月,中南大学土木工程学院,桥梁与隧道专业,硕博连读,获得博士学位;
2012年7月至今,皇冠welcome体育土木工程学院,副教授
四、 目前研究领域或主要研究方向
主要从事城市轨道交通工程和隧道工程领域的研究工作,主要研究方向为复杂条件下盾构隧道开挖面稳定性研究以及山岭隧道围岩塌方范围预测和处治技术研究。
五、 已完成或已在承担的主要课题
1. 主持国家自然科学基金面上项目“基坑开挖诱发邻近盾构隧道周边围岩变形演化机理及处治技术的能耗分析方法研究”(批准号:51878074,起止年月:2019.1-2022.12),在研;
2. 主持国家自然科学青年科学基金项目“浅埋隧道开挖面破坏机理的非线性能耗分析方法与试验研究”(批准号:51308072,起止年月:2014.1-2016.12),已结题;
3. 主持省教育厅科研项目“深长隧道突水突泥致灾机理非线性能耗分析方法研究” (批准号:15C0052,起止年月:2015.6-2017.6),已结题;
4. 主持皇冠welcome体育土木工程优势特色重点学科创新研究项目“岩溶隧道塌方机理的非线性能耗分析方法研究”(批注号:15ZDXK13),在研。
六、 已发表的学术论文
1. Fu Huang(黄阜),Min Zhang, Fen Wang, Tonghua Ling, Xiaoli Yang. The failure mechanism of surrounding rock around an existing shield tunnel induced by an adjacent excavation[J]. Computers and Geotechnics, 2020, 117:103236.
2. Fu Huang(黄阜),Yuan Feng, Zhiqi Zhang, Xiaoli Yang, Tonghua Ling. Upper bound solution of safety factor for a shield tunnel face subjected to Hoek-Brown failure criterion[J]. International Journal of Civil Engineering, 2019, 17:1941-1950.
3. Fu Huang(黄阜),Min Zhang, Zhen Jiang. Collapse mechanism of rock mass induced by a concealed karst cave above a deep cavity[J]. Journal of Central South University of Technology, 2019, 26(7): 1747-1754.
4. Fu Huang(黄阜), Ruochen Ou, Zailan Li, Xiaoli Yang, Tonghua Ling. Limit analysis for the face stability of shallow shield tunnel based on variational approach for blow-out failure mode[J]. International Journal of Geomechanics2018;18(6):1–11.
5. Fu Huang(黄阜), LianHeng Zhao, TongHua Ling, XiaoLi Yang. Rock mass collapse mechanism of concealed karst cave beneath deep tunnel[J]. International Journal of Rock Mechanics and Mining Sciences, 2017, 91:133-138.
6. Fu Huang(黄阜), Lian-heng Zhao, Sheng Zhang. Effect of surface bolt on the collapse mechanism of a shallow rectangular cavity. Geomechanics and Engineering[J], 2017, 13(3): 505-515.
7. Fu Huang(黄阜), Zai-lan Li, Tong-hua Ling. Upper Bound Solution of Safety Factor for Shallow Tunnels Face Using a Nonlinear Failure Criterion and Shear Strength Reduction Technique[J]. Mathematical Problems in Engineering, 2016, 1-8.
8. Huang Fu(黄阜), Yang Xiao-Li, Ling Tong-Hua. Prediction of Collapsing Region Above Deep Spherical Cavity Roof Under Axis-Symmetrical Conditions[J]. Rock Mechanics and Rock Engineering, 2014, 47(4): 1511-1516.
9. Huang Fu(黄阜), Qin Chang-bing. Determination of minimum cover depth for shallow tunnel subjected to water pressure[J]. Journal of Central South University of Technology, 2013, 20(8): 2307-2313.
10. Huang Fu(黄阜), Yang Xiao-Li. Upper bound limit analysis of collapse shape for circular tunnel subjected to pore pressure based on the Hoek–Brown failure criterion[J]. Tunneling and Underground Space Technology, 2011, 26(5): 614-618.
11. Huang Fu(黄阜), Zhang Dao-Bing, Sun Zhi-Bin. Influence of pore pressure effect on upper bound solution of collapse shape for square tunnel in Hoek-Brown media[J]. Journal of Central South University of Technology, 2011, 18(2): 530-535.
12. Huang Fu(黄阜), Yang Xiao-Li, Zhao Lian-Heng. Upper bound solution of supporting pressure for a shallow square tunnel based on the Hoek-Brown failure criterion[J]. Journal of Zhejiang University, 2012, 13(4): 284-292.
13. Huang Fu(黄阜), Zhang Dao-Bing, Sun Zhi-Bin. Upper bound solutions of stability factor of shallow tunnels in saturated soil based on strength reduction technique[J]. Journal of Central South University of Technology, 2012, 19(7): 2008-2015.
14. 黄阜,潘秋景,凌同华. 地下水渗流作用下的盾构隧道开挖面安全系数上限分析[J]. 岩土工程学报,2017, 39(8):1461-1469.
15. 黄阜,潘秋景,张道兵. 孔隙水压力作用下盾构隧道开挖面支护力上限研究[J].工程力学,2017, 34(7):108-116.
16. 黄阜, 杨小礼, 赵炼恒, 凌同华. 基于非线性破坏准则和强度折减法的浅埋隧道安全系数上限解[J]. 工程力学, 2013, 30(12): 160-166.
17. 黄阜, 杨小礼, 黄戡, 张道兵. 考虑孔隙水压力效应和非线性破坏准则的浅埋地下洞室支护力上限分析[J]. 岩土工程学报, 2011, 33(12): 1903-1909.
18. 黄阜, 杨小礼, 赵炼恒, 黄戡. 基于Hoek-Brown破坏准则的浅埋条形锚板抗拔力上限分析[J]. 岩土力学,2012,33(1): 179-184.
19. 黄阜, 杨小礼. 考虑渗透力和原始Hoek-Brown屈服准则时圆形洞室解析解[J]. 岩土力学, 2010, 31(5):1627-1632.
20. 黄阜, 杨小礼. 渗流效应对基于广义非线性屈服准则洞室弹塑性解的影响[J]. 中南大学学报 (自然科学版), 2009, 40(6): 1737-1743.
21. Huang Fu(黄阜), Yang Xiao-Li. Upper bound solutions for the face stability of shallow circular tunnels subjected to nonlinear failure criterion[C]. ASCE Geotechnical Special Publication, 2010, Vol.206, GSP, 251-256.
22. 黄阜, 李在蓝, 朱亮, 杨欢. 基于自定义本构模型的盾构隧道开挖面极限支护力研究[J]. 铁道科学与工程学报, 2016,13(5):891-897.
23. Yang Xiao-Li, Huang Fu(黄阜). Three-dimensional failure mechanism of a rectangular cavity in a Hoek–Brown rock medium[J]. International Journal of Rock Mechanics and Mining Sciences, 2013, 61:189-195.
24. Yang Xiao-Li, Huang Fu(黄阜). Collapse mechanism of shallow tunnel based on nonlinear Hoek–Brown failure criterion[J]. Tunneling and Underground Space Technology, 2011, 26(6): 686-691.
七、 所获学术荣誉及学术影响
湖南省岩石力学与工程学会理事;
获得湖南省科技进步奖三等奖(排名第二)、中国公路学会科学技术奖一等奖(排名15)和中国黄金协会科学技术奖三等奖(排名第六)各一项。
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