基本信息
漆文刚 男 硕导 中国科学院力学研究所
电子邮件： qiwengang@imech.ac.cn
通信地址： 北京市海淀区北四环西路15号
邮政编码： 100190
电子邮件： qiwengang@imech.ac.cn
通信地址： 北京市海淀区北四环西路15号
邮政编码： 100190
招生信息
招生专业
080104-工程力学
招生方向
基础冲刷、海床孔压响应、基础结构稳定性分析
教育背景
2014-05--西澳大利亚大学 访问学者
2010-09--2015-07 中国科学院力学研究所 博士
2006-08--2010-07 清华大学水利水电工程系 学士
2010-09--2015-07 中国科学院力学研究所 博士
2006-08--2010-07 清华大学水利水电工程系 学士
工作经历
工作简历
2018-11~现在, 中国科学院力学研究所, 副研究员
2015-07~2018-11,中国科学院力学研究所, 助理研究员
2015-07~2018-11,中国科学院力学研究所, 助理研究员
社会兼职
2018-01-01-今, 国际海洋与极地工程学会(ISOPE)会员,
2018-01-01-今,美国土木工程师协会(ASCE) Associate Member,
2018-01-01-今,美国土木工程师协会(ASCE) Associate Member,
专利与奖励
专利成果
[1] 汪宁, 漆文刚, 高福平. 一种用于实验室水槽的超声波地形仪驱动装置. CN: CN112129251A, 2020-12-25.
[2] 漆文刚, 汪宁, 高福平. 一种海上风机的基座固定结构及基础安装方法. CN: CN112081133A, 2020-12-15.
[3] 漆文刚, 高福平, 徐凯. 一种组合式海上风机基础结构. 中国: CN108442401A, 2018-08-24.
[4] 高福平, 姜海洋, 臧志鹏, 漆文刚. 模拟钢悬链线立管与海床动力耦合的装置及方法. 中国: CN103439130A, 2013-12-11.
[2] 漆文刚, 汪宁, 高福平. 一种海上风机的基座固定结构及基础安装方法. CN: CN112081133A, 2020-12-15.
[3] 漆文刚, 高福平, 徐凯. 一种组合式海上风机基础结构. 中国: CN108442401A, 2018-08-24.
[4] 高福平, 姜海洋, 臧志鹏, 漆文刚. 模拟钢悬链线立管与海床动力耦合的装置及方法. 中国: CN103439130A, 2013-12-11.
出版信息
发表论文
[1] 漆文刚, 刘俊, 高福平, 李彪, Chen, Q.G.. Quantifying the spatio-temporal evolution of the turbulent horseshoe vortex in front of a vertical cylinder. Physics of Fluids[J]. 2022, 34: 015110-,
[2] Chen, Yanli, Zhu, Wei, Qi, Wengang, Ma, Wenbo. Study on an Analytical Solution to the Mechanical Response of Soil Cut by a Bionic Force Enhancement Grouser. JOURNAL OF MARINE SCIENCE AND ENGINEERING[J]. 2021, 9(12): http://dx.doi.org/10.3390/jmse9121401.
[3] Zhou, Mozhen, Liu, Hui, Jeng, DongSheng, Qi, Wengang, Fang, Qian. Modelling the wave-induced instantaneous liquefaction in a non-cohesive seabed as a nonlinear complementarity problem. COMPUTERS AND GEOTECHNICS[J]. 2021, 137: http://dx.doi.org/10.1016/j.compgeo.2021.104275.
[4] Zhou, MoZhen, Qi, WenGang, Jeng, DongSheng, Gao, FuPing. A non-Darcy flow model for a non-cohesive seabed involving wave-induced instantaneous liquefaction. OCEAN ENGINEERING[J]. 2021, 239: http://dx.doi.org/10.1016/j.oceaneng.2021.109807.
[5] 高福平. 南海北部深水区表层沉积物工程性质的统计特征分析. 海洋工程. 2021,
[6] Zhou, MoZhen, Jeng, DongSheng, Qi, WenGang. A new model for wave-induced instantaneous liquefaction in a non-cohesive seabed with dynamic permeability. OCEAN ENGINEERING[J]. 2020, 213: http://dx.doi.org/10.1016/j.oceaneng.2020.107597.
[7] 漆文刚, 师玉敏, 高福平. Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves: Poro-elastoplastic modeling. APPLIED OCEAN RESEARCH[J]. 2020, 95: 13-, http://dx.doi.org/10.1016/j.apor.2019.102024.
[8] WenGang Qi. Physical modeling of pore pressure responses in a fine-sand seabed under combined waves and current. Proceedings of the 30th International Ocean and Polar Engineering Conference. 2020,
[9] Gao Fuping. Physical modelling of the axial pipe-soil interaction for pipeline walking on a sloping sandy seabed. Ocean Engineering. 2019,
[10] Shi, YuMin, Wang, Ning, Gao, FuPing, Qi, WenGang, Wang, JunQin. Physical modeling of the axial pipe-soil interaction for pipeline walking on a sloping sandy seabed. OCEAN ENGINEERING[J]. 2019, 178: 20-30, http://dspace.imech.ac.cn/handle/311007/78732.
[11] Qi, WenGang, Li, ChangFei, Jeng, DongSheng, Gao, FuPing, Liang, Zuodong. Combined wave-current induced excess pore-pressure in a sandy seabed: Flume observations and comparisons with theoretical models. COASTAL ENGINEERING[J]. 2019, 147: 89-98, http://dx.doi.org/10.1016/j.coastaleng.2019.02.006.
[12] Qi, WenGang, Li, YiXuan, Xu, Kai, Gao, FuPing. Physical modelling of local scour at twin piles under combined waves and current. COASTAL ENGINEERING[J]. 2019, 143: 63-75, http://dspace.imech.ac.cn/handle/311007/78481.
[13] Qi, WenGang, Gao, FuPing. Wave induced instantaneously-liquefied soil depth in a non-cohesive seabed. OCEAN ENGINEERING[J]. 2018, 153: 412-423, http://dx.doi.org/10.1016/j.oceaneng.2018.01.107.
[14] Wu, Hui, Qi, Wengang, Hu, Liming, Wen, Qingbo. Electro-osmotic consolidation of soil with variable compressibility, hydraulic conductivity and electro-osmosis conductivity. COMPUTERS AND GEOTECHNICS[J]. 2017, 85: 126-138, http://dx.doi.org/10.1016/j.compgeo.2016.12.026.
[15] 师玉敏, 高福平, 漆文刚. Poro-elastoplastic modelling of uplift resistance of shallowlyburied pipelines. ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2017null. 2017, http://dspace.imech.ac.cn/handle/311007/78008.
[16] Qi Wengang, Shi Yumin, Gao Fuping, ASME. PORO-ELASTOPLASTIC MODELLING OF UPLIFT RESISTANCE OF SHALLOWLY-BURIED PIPELINES. PROCEEDINGS OF THE ASME 36TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2017, VOL 5Bnull. 2017, http://apps.webofknowledge.com/CitedFullRecord.do?product=UA&colName=WOS&SID=5CCFccWmJJRAuMzNPjj&search_mode=CitedFullRecord&isickref=WOS:000417225000003.
[17] Wu, Hui, Hu, Liming, Qi, Wengang, Wen, Qingbo. Analytical Solution for Electroosmotic Consolidation Considering Nonlinear Variation of Soil Parameters. INTERNATIONAL JOURNAL OF GEOMECHANICS[J]. 2017, 17(5): https://www.webofscience.com/wos/woscc/full-record/WOS:000398536900030.
[18] 漆文刚, 高福平. 冲刷对海上风力机单桩基础水平承载特性的影响. 中国科学：物理学、力学、天文学[J]. 2016, 83-92, http://lib.cqvip.com/Qikan/Article/Detail?id=670885515.
[19] 漆文刚. 波浪作用下海底管道抗浮最小埋深分析. 中国造船. 2016,
[20] 漆文刚, 高福平. 冲刷对海上风机单桩基础水平承载特性的影响. 中国科学. 物理学, 力学, 天文学[J]. 2016, 46(12): 1-10, http://dspace.imech.ac.cn/handle/311007/59626.
[21] 漆文刚, 高福平, 王俊勤. 预防波浪作用下海底管道起浮的临界埋深分析方法. 中国造船[J]. 2016, 57(A01): 68-79, http://lib.cqvip.com/Qikan/Article/Detail?id=670519014.
[22] Qi, W G, Gao, F P, Randolph, M F, Lehane, B M. Scour effects on p-y curves for shallowly embedded piles in sand. GEOTECHNIQUE[J]. 2016, 66(8): 648-660, http://www.irgrid.ac.cn/handle/1471x/1103879.
[23] 牛斌, 张超, 侯巍, 王立敏, 马丽, 漆文刚. 基于CFD方法的地面光伏阵列风压时程特性研究. 太阳能学报[J]. 2016, 37(7): 1774-1779,
[24] 漆文刚, 高福平. 考虑冲刷效应的大直径单桩基础水平承载力分析方法. 中国力学大会-2015论文摘要集null. 2015, http://dspace.imech.ac.cn/handle/311007/59309.
[25] Gao FuPing, Li JinHui, Qi WenGang, Hu Cun. On the instability of offshore foundations: theory and mechanism. SCIENCE CHINA-PHYSICS MECHANICS & ASTRONOMY[J]. 2015, 58(12): http://www.irgrid.ac.cn/handle/1471x/1012021.
[26] WenGang Qi, FuPing Gao. A modified criterion for wave-induced momentary liquefaction of sandy seabed. THEORETICAL AND APPLIED MECHANICS LETTERS[J]. 2015, 5(1): 20-23, http://www.irgrid.ac.cn/handle/1471x/1012251.
[27] WenGang Qi. Physical modeling of local scour development and pore pressure response around a large-diameter monopile in combined waves and current. Coastal Engineering. 2014,
[28] Qi WenGang, Gao FuPing. Equilibrium scour depth at offshore monopile foundation in combined waves and current. SCIENCE CHINA-TECHNOLOGICAL SCIENCES[J]. 2014, 57(5): 1030-1039, http://www.irgrid.ac.cn/handle/1471x/845378.
[29] 臧志鹏, 高福平, 唐驰, 漆文刚. 近壁面海底管道斜向水流作用下涡激振动实验研究. 第十六届中国海洋（岸）工程学术讨论会论文集（上册）null. 2013, 407-411, http://www.irgrid.ac.cn/handle/1471x/831629.
[30] 臧志鹏, 高福平, 漆文刚, 韩希霆, 唐驰, 彭燕. 波浪发电系统振荡浮子运动特性实验研究. 第十一届全国水动力学学术会议暨第二十四届全国水动力学研讨会并周培源诞辰110周年纪念大会文集（上册）null. 2012, 524-529, http://www.irgrid.ac.cn/handle/1471x/636831.
[2] Chen, Yanli, Zhu, Wei, Qi, Wengang, Ma, Wenbo. Study on an Analytical Solution to the Mechanical Response of Soil Cut by a Bionic Force Enhancement Grouser. JOURNAL OF MARINE SCIENCE AND ENGINEERING[J]. 2021, 9(12): http://dx.doi.org/10.3390/jmse9121401.
[3] Zhou, Mozhen, Liu, Hui, Jeng, DongSheng, Qi, Wengang, Fang, Qian. Modelling the wave-induced instantaneous liquefaction in a non-cohesive seabed as a nonlinear complementarity problem. COMPUTERS AND GEOTECHNICS[J]. 2021, 137: http://dx.doi.org/10.1016/j.compgeo.2021.104275.
[4] Zhou, MoZhen, Qi, WenGang, Jeng, DongSheng, Gao, FuPing. A non-Darcy flow model for a non-cohesive seabed involving wave-induced instantaneous liquefaction. OCEAN ENGINEERING[J]. 2021, 239: http://dx.doi.org/10.1016/j.oceaneng.2021.109807.
[5] 高福平. 南海北部深水区表层沉积物工程性质的统计特征分析. 海洋工程. 2021,
[6] Zhou, MoZhen, Jeng, DongSheng, Qi, WenGang. A new model for wave-induced instantaneous liquefaction in a non-cohesive seabed with dynamic permeability. OCEAN ENGINEERING[J]. 2020, 213: http://dx.doi.org/10.1016/j.oceaneng.2020.107597.
[7] 漆文刚, 师玉敏, 高福平. Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves: Poro-elastoplastic modeling. APPLIED OCEAN RESEARCH[J]. 2020, 95: 13-, http://dx.doi.org/10.1016/j.apor.2019.102024.
[8] WenGang Qi. Physical modeling of pore pressure responses in a fine-sand seabed under combined waves and current. Proceedings of the 30th International Ocean and Polar Engineering Conference. 2020,
[9] Gao Fuping. Physical modelling of the axial pipe-soil interaction for pipeline walking on a sloping sandy seabed. Ocean Engineering. 2019,
[10] Shi, YuMin, Wang, Ning, Gao, FuPing, Qi, WenGang, Wang, JunQin. Physical modeling of the axial pipe-soil interaction for pipeline walking on a sloping sandy seabed. OCEAN ENGINEERING[J]. 2019, 178: 20-30, http://dspace.imech.ac.cn/handle/311007/78732.
[11] Qi, WenGang, Li, ChangFei, Jeng, DongSheng, Gao, FuPing, Liang, Zuodong. Combined wave-current induced excess pore-pressure in a sandy seabed: Flume observations and comparisons with theoretical models. COASTAL ENGINEERING[J]. 2019, 147: 89-98, http://dx.doi.org/10.1016/j.coastaleng.2019.02.006.
[12] Qi, WenGang, Li, YiXuan, Xu, Kai, Gao, FuPing. Physical modelling of local scour at twin piles under combined waves and current. COASTAL ENGINEERING[J]. 2019, 143: 63-75, http://dspace.imech.ac.cn/handle/311007/78481.
[13] Qi, WenGang, Gao, FuPing. Wave induced instantaneously-liquefied soil depth in a non-cohesive seabed. OCEAN ENGINEERING[J]. 2018, 153: 412-423, http://dx.doi.org/10.1016/j.oceaneng.2018.01.107.
[14] Wu, Hui, Qi, Wengang, Hu, Liming, Wen, Qingbo. Electro-osmotic consolidation of soil with variable compressibility, hydraulic conductivity and electro-osmosis conductivity. COMPUTERS AND GEOTECHNICS[J]. 2017, 85: 126-138, http://dx.doi.org/10.1016/j.compgeo.2016.12.026.
[15] 师玉敏, 高福平, 漆文刚. Poro-elastoplastic modelling of uplift resistance of shallowlyburied pipelines. ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2017null. 2017, http://dspace.imech.ac.cn/handle/311007/78008.
[16] Qi Wengang, Shi Yumin, Gao Fuping, ASME. PORO-ELASTOPLASTIC MODELLING OF UPLIFT RESISTANCE OF SHALLOWLY-BURIED PIPELINES. PROCEEDINGS OF THE ASME 36TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2017, VOL 5Bnull. 2017, http://apps.webofknowledge.com/CitedFullRecord.do?product=UA&colName=WOS&SID=5CCFccWmJJRAuMzNPjj&search_mode=CitedFullRecord&isickref=WOS:000417225000003.
[17] Wu, Hui, Hu, Liming, Qi, Wengang, Wen, Qingbo. Analytical Solution for Electroosmotic Consolidation Considering Nonlinear Variation of Soil Parameters. INTERNATIONAL JOURNAL OF GEOMECHANICS[J]. 2017, 17(5): https://www.webofscience.com/wos/woscc/full-record/WOS:000398536900030.
[18] 漆文刚, 高福平. 冲刷对海上风力机单桩基础水平承载特性的影响. 中国科学：物理学、力学、天文学[J]. 2016, 83-92, http://lib.cqvip.com/Qikan/Article/Detail?id=670885515.
[19] 漆文刚. 波浪作用下海底管道抗浮最小埋深分析. 中国造船. 2016,
[20] 漆文刚, 高福平. 冲刷对海上风机单桩基础水平承载特性的影响. 中国科学. 物理学, 力学, 天文学[J]. 2016, 46(12): 1-10, http://dspace.imech.ac.cn/handle/311007/59626.
[21] 漆文刚, 高福平, 王俊勤. 预防波浪作用下海底管道起浮的临界埋深分析方法. 中国造船[J]. 2016, 57(A01): 68-79, http://lib.cqvip.com/Qikan/Article/Detail?id=670519014.
[22] Qi, W G, Gao, F P, Randolph, M F, Lehane, B M. Scour effects on p-y curves for shallowly embedded piles in sand. GEOTECHNIQUE[J]. 2016, 66(8): 648-660, http://www.irgrid.ac.cn/handle/1471x/1103879.
[23] 牛斌, 张超, 侯巍, 王立敏, 马丽, 漆文刚. 基于CFD方法的地面光伏阵列风压时程特性研究. 太阳能学报[J]. 2016, 37(7): 1774-1779,
[24] 漆文刚, 高福平. 考虑冲刷效应的大直径单桩基础水平承载力分析方法. 中国力学大会-2015论文摘要集null. 2015, http://dspace.imech.ac.cn/handle/311007/59309.
[25] Gao FuPing, Li JinHui, Qi WenGang, Hu Cun. On the instability of offshore foundations: theory and mechanism. SCIENCE CHINA-PHYSICS MECHANICS & ASTRONOMY[J]. 2015, 58(12): http://www.irgrid.ac.cn/handle/1471x/1012021.
[26] WenGang Qi, FuPing Gao. A modified criterion for wave-induced momentary liquefaction of sandy seabed. THEORETICAL AND APPLIED MECHANICS LETTERS[J]. 2015, 5(1): 20-23, http://www.irgrid.ac.cn/handle/1471x/1012251.
[27] WenGang Qi. Physical modeling of local scour development and pore pressure response around a large-diameter monopile in combined waves and current. Coastal Engineering. 2014,
[28] Qi WenGang, Gao FuPing. Equilibrium scour depth at offshore monopile foundation in combined waves and current. SCIENCE CHINA-TECHNOLOGICAL SCIENCES[J]. 2014, 57(5): 1030-1039, http://www.irgrid.ac.cn/handle/1471x/845378.
[29] 臧志鹏, 高福平, 唐驰, 漆文刚. 近壁面海底管道斜向水流作用下涡激振动实验研究. 第十六届中国海洋（岸）工程学术讨论会论文集（上册）null. 2013, 407-411, http://www.irgrid.ac.cn/handle/1471x/831629.
[30] 臧志鹏, 高福平, 漆文刚, 韩希霆, 唐驰, 彭燕. 波浪发电系统振荡浮子运动特性实验研究. 第十一届全国水动力学学术会议暨第二十四届全国水动力学研讨会并周培源诞辰110周年纪念大会文集（上册）null. 2012, 524-529, http://www.irgrid.ac.cn/handle/1471x/636831.
科研活动
科研项目
（ 1 ） 考虑海床液化与冲刷耦合效应的桩基循环承载特性研究, 主持, 国家级, 2017-01--2019-12
（ 2 ） 极端海洋环境下风机支撑结构耦合载荷与动力响应机理研究, 参与, 国家级, 2013-01--2017-12
（ 3 ） 大型风力机的关键力学问题研究及设计实现, 参与, 国家级, 2014-01--2018-12
（ 2 ） 极端海洋环境下风机支撑结构耦合载荷与动力响应机理研究, 参与, 国家级, 2013-01--2017-12
（ 3 ） 大型风力机的关键力学问题研究及设计实现, 参与, 国家级, 2014-01--2018-12