山色空蒙,百廿年武大繁花似锦;
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团结协作,锲而不舍,
澳门新濠天地赌场人承澳门新濠天地赌场魂

拳拳热血,携手同行,
齐心共筑水院之家。

功以才成,业由才广。
百川揽英才,雅园育翘楚。

博学之,审问之,慎思之,
明辨之,笃行之。

聚莘莘学子,助载梦启航。

悠悠校友情,拳拳报校心。

团结协作,锲而不舍,
澳门新濠天地赌场人承澳门新濠天地赌场魂

水力发电工程系

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胡 冉

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  基本信息

  胡冉,男,副教授/博导,1985年生

  Email: whuran@gmail.com; whuran@whu.edu.cn

  ResearchGate: https://www.researchgate.net/profile/Ran_Hu4

  Google Scholar: https://scholar.google.com/citations?user=pgmuIF0AAAAJ&hl=en

  工作经历

  ●  2015.11-现在,武汉大学,澳门新濠天地赌场水电澳门新濠天地娱乐,副教授

  ●  2015.3-2016.8,美国劳伦斯伯克利国家实验室,博士后

  ●  2013.11-2015.11,武汉大学,澳门新濠天地赌场水电澳门新濠天地娱乐,讲师

  学习经历

  ●  2008.9-2013.6,武汉大学,水工结构工程,博士

  ●  2011.7-2012.7,美国劳伦斯伯克利国家实验室,访问学者

  ●  2004.9-2008.6,武汉大学,澳门新濠天地赌场水电工程,学士

  研究方向

  岩石、裂隙和土等地质材料的复杂流动特性一直是澳门新濠天地赌场水电岩土工程、地下能源工程、地下水污染物修复工程中的关键科学问题。借助高精度照相机、高分辨率显微镜等先进的实验观测手段和高效的数值模拟技术,本人的研究聚焦于地质材料复杂流动的细观机制与宏观特性,研究兴趣包括如下四个方面:

  (1)孔隙材料多相流特性与机制:研究多种流体在复杂孔隙结构中的运动路径、界面特性,揭示材料湿润性、孔隙结构和流体速度如何控制这些流动现象,进而建立反映细观流动机制和宏观流动特性的跨尺度模型;

  (2)粗糙裂隙多相渗流实验与模型:研究粗糙裂隙两相流或者三相流的运动特性,聚焦天然岩石裂隙的几何形貌如何控制多相流的运动模式,揭示裂隙表面粗糙度对流动过程、溶质迁移和溶蚀变形的影响;

  (3)非饱和土水力耦合理论与分析:研究非饱和土的力学、水力行为,建立非饱和土水力耦合模型,揭示非饱和土结构特征与宏观响应的关联;

  (4)水电岩土工程非饱和渗流分析:研究水电岩土工程开挖、蓄水、降雨等复杂环境下岩土体非饱和渗透特性的演化规律,揭示渗透特性的改变如何影响短期和长期渗流场的变化。

  教学课程

  (1)本科生:工程地质;岩石力学与岩体工程

  (2)研究生:岩石力学与岩体工程

  科研项目

  ●  国家自然科学基金面上项目,2018~2021,No. 51779188,负责人

  ●  国家自然科学基金青年基金项目,2015~2017,No. 51409198,负责人

  ●  中国博士后特别资助项目,2015~2017,负责人

  ●  中国博士后基金面上项目,2014~2015,No. 2014M552081,负责人

  ●  武汉大学青年教师资助科研项目,2014~2015,No. 2042014kf0006,负责人

  ●  长江科澳门新濠天地娱乐开放基金项目,2016~2017,No. CKWV2015209/KY,负责人

  荣誉与奖励

  ●  2017年,武汉大学珞珈青年学者

  ●  2016年,教育部科技进步一等奖(排名第四)

  ●  2015年,湖北省优秀博士论文奖

  ●  2012年,湖北省科技进步一等奖(排名第九)

  学术兼职

  ●  美国地球物理联合会(AGU)会员

  ●  国际多孔介质协会(Interpore) 会员

  ●  中国力学学会会员

  ●  中国岩石力学与工程学会会员

  出版物

  1.学术专著

  [1] 胡冉. 非饱和土水力耦合模型与数值模拟方法研究. 武汉: 武汉大学出版社, 2016.

  2.英文期刊论文(前5篇为代表性论文)

  [1] Hu, R., Wu, D.-S., Yang, Z., Chen, Y.-F. (2018). Energy conversion reveals regime transition of imbibition in a rough fracture. Geophysical Research Letters, 45(7), 8993–9002.

  [2] Hu, R., Wan, J., Yang, Z., Chen, Y.-F., Tokunaga, T. (2018). Wettability and flow rate impacts on immiscible displacement: A theoretical model, Geophysical Research Letters, 45(7), 3077-3086.

  [3] Hu, R., Wan, J. M., Kim, Y., Tokunaga, T. (2017). Wettability impact on supercritical CO2 capillary trapping: Pore-scale visualization and quantification. Water Resources Research, 53(8), 6377-6394.

  [4] Chen, Y. F., Fang, S., Wu, D. S., Hu, R.* (2017). Visualizing and quantifying the crossover from capillary fingering to viscous fingering in a rough fracture. Water Resources Research, 53(9), 7756–7772. (*corresponding author)

  [5] Hu, R., Chen, Y. F., Liu, H. H., Zhou, C. B. (2013). A water retention curve and unsaturated hydraulic conductivity model for deformable soils: consideration of the change in pore size distribution. Géotechnique, 63(16), 1389-1405.

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  [6] Chen, Y. F.*, Ling, X. M., Liu, M. M., Hu, R.*, Yang, Z. (2018). Statistical distribution of hydraulic conductivity of rocks in deep-incised valleys, Southwest China. Journal of Hydrology, 566, 216-226.(*corresponding author)

  [7] Chen, Y. F., Guo, N., Wu, D. S., Hu, R.* (2018). Numerical investigation on immiscible displacement in 3D rough fracture: Comparison with experiments and the role of viscous and capillary forces. Advances in Water Resources, 118, 30-49. (*corresponding author)

  [8] Chen, Y. F., Wu, D. S., Fang, S., Hu, R.* (2018). Experimental study on two-phase flow in rough fracture: Phase diagram and localized flow channel. International Journal of Heat and Mass Transfer, 53(9), 7756-7772. (*corresponding author)

  [9] Hu, R., Hong, J. M., Chen, Y. F., Zhou, C. B. (2018). Hydraulic hysteresis effects on the coupled flow-deformation processes in unsaturated soils: Numerical formulation and slope stability analysis. Applied Mathematical Modelling, 54, 221–245.

  [10] Hu, R., Wan, J. M., Kim, Y., Tokunaga, T. (2017). Wettability effects on supercritical CO2-brine immiscible displacement during drainage: Pore-scale observation and 3D simulation. International Journal of Greenhouse Gas Control, 60,129-139.

  [11] Hu, R., Chen, Y. F., Liu, H. H., Zhou, C. B. (2017). A numerical formulation with unified unilateral boundary condition for unsaturated flow problems in porous media. Acta Geotechnica, 12(2), 277-291.

  [12] Li, X., Chen, Y., Hu, R., Yang, Z. (2017). Towards an optimization design of seepage control: A case study in dam engineering. Science China Technological Sciences, 60(12): 1903-1916.

  [13]Hu, R., Chen, Y. F., Liu, H. H., Zhou, C. B. (2016). A coupled two-phase fluid flow and elastoplastic deformation model for unsaturated soils: Theory, implementation and application. International Journal for Numerical and Analytical Methods in Geomechanics, 40(7), 1023-1058.

  [14] Liu, W., Chen, Y. F., Hu, R., Zhou, W., Zhou, C. B. (2016). A two-step homogenization based permeability model for deformable fractured rocks with consideration of coupled damage and friction effects. International Journal of Rock Mechanics and Mining Sciences, 89, 212-226.

  [15] Hu, R., Chen, Y. F., Liu, H. H., Zhou, C. B. (2015). A relative permeability model for deformable soils and its impact on coupled unsaturated flow and elastoplastic deformation processes. Science China Technological Sciences, 58(11), 1971-1982.

  [16] Chen, Y. F., Zhou, J. Q., Hu, S. H., Hu, R., Zhou, C. B. (2015). Evaluation of Forchheimer equation coefficients for non-Darcy flow in deformable rough-walled fractures. Journal of Hydrology, 529, 993-1006.

  [17] Hu, R., Chen, Y. F., Liu, H. H., Zhou, C. B. (2015). A coupled stress-strain and hydraulic hysteresis model for unsaturated soils: thermodynamic analysis and model evaluation. Computers and Geotechnics, 63, 159-170.

  [18] Chen, Y., Zhou, S., Hu, R., Zhou, C. B. (2015). A homogenization-based model for estimating effective thermal conductivity of unsaturated compacted bentonites. International Journal of Heat and Mass Transfer, 83, 731-740.

  [19] Chen, Y. F., Hu, S. H., Hu, R., Zhou, C. B. (2015). Estimating hydraulic conductivity of fractured rocks from high-pressure packer tests with an Izbash law-based empirical model. Water Resources Research, 51(4), 2096-2118.

  [20] Hu, R., Liu, H. H., Chen, Y. F., Zhou, C. B. (2014). A constitutive model for unsaturated soils with consideration of inter-particle bonding. Computers and Geotechnics, 59, 127-144.

  [21] Chen, Y. F., Zhou, S., Hu, R., Zhou, C. B. (2014). Estimating effective thermal conductivity of unsaturated bentonites with consideration of coupled thermohydro- mechanical effects, International Journal of Heat and Mass Transfer, 72, 656-667.

  [23] Hu, R., Chen, Y. F., Zhou, C. B. (2011). Modeling of coupled deformation, water flow and gas transport in soil slopes subjected to rain infiltration. Science China Technological Sciences, 54(10), 2561-2575.

  [24] Chen, Y. F., Hu, R., Zhou, C. B., Li, D. Q., Rong, G. (2011). A new parabolic variational inequality formulation of Signorini’s condition for non-steady seepage problems with complex seepage control systems. International Journal for Numerical and Analytical Methods in Geomechanics, 35(9), 1034-1058.

  [25] Chen, Y. F., Hu, R., Lu, W. B., Li, D. Q., Zhou, C. B. (2011). Modeling coupled processes of non-steady seepageflow and non-linear deformation for a concretefaced rockfall dam. Computers and Structures, 89(13-14), 1333-1351.

  [26] Chen, Y. F., Zhou, S., Hu, R., Zhou, C. B. (2014). Estimating effective thermal conductivity of unsaturated bentonites with consideration of coupled thermohydro mechanical effects. International Journal of Heat and Mass Transfer, 72, 656-667.

  [27] Chen, Y. F., Hu, R., Zhou, C. B., Li, D. Q., Rong, G., Jiang, Q. H. (2010). A new classification of seepage control mechanisms in geotechnical engineering. Journal of Rock Mechanics and Geotechnical Engineering, 2(3), 209-222.

  3.中文论文

  [1] 胡冉, 陈益峰, 万嘉敏, 周创兵, 超临界CO2-水两相流与CO2毛细捕获: 微观孔隙模型实验与数值模拟研究, 力学学报, 2017, 49(3), 638-648.

  [2] 刘武, 陈益峰, 胡冉, 周创兵. 基于非稳定渗流过程的岩体渗透特性反演分析. 岩石力学与工程学报, 2015, 34(2), 362-373.

  [3] 胡冉, 陈益峰, 周创兵, 考虑变形效应的非饱和土相对渗透系数模型, 岩石力学与工程学报, 2013, 32(6), 1279-1287.

  [4] 胡冉, 陈益峰, 周创兵, 基于孔隙分布的变形土土水特征曲线模型, 岩土工程学报, 2013, 35(8), 1451-1462.

  [5] 胡冉, 陈益峰, 李典庆, 周创兵, 唐小松, 心墙堆石坝渗透稳定可靠性分析的随机响应面法, 岩土力学, 2012, 33(4), 1051-1060.

  [6] 陈益峰, 胡冉, 周嵩, 周伟, 周创兵, 高堆石坝水力耦合模型及工程应用, 岩土工程学报, 2011, 33(9), 1340-1347.

  [7] 胡冉, 陈益峰, 周创兵, 李典庆, 非稳定渗流问题的变分不等式方法及工程应用, 水动力学研究与进展: A 辑, 2011, 26(2), 239-251.

  [8] 胡冉, 陈益峰, 周创兵, 降雨入渗过程中土质边坡的固-液-气三相耦合分析, 中国科学: 技术科学, 2011, 41(11), 1469-1482.

  [9] 胡冉, 李典庆, 周创兵, 陈益峰, 基于随机响应面法的结构可靠度分析, 工程力学, 2010, 27(9), 192-200.

  [10] 陈益峰, 周创兵, 胡冉, 李典庆, 荣冠, 大型水电工程渗流分析的若干关键问题研究, 岩土工程学报, 2010, 28 (9), 1448-1454.

  发明专利与软著权

  [1] 陈益峰, 胡少华, 魏凯, 胡冉, 周创兵, 低渗岩石瞬态气压脉冲渗透率测量方法, 2015.7.29-2035.7.29, 中国, ZL201310207056.X (发明专利,已授权)

  [2] 陈益峰, 胡少华, 魏凯, 胡冉, 周创兵, 一种岩石三轴压缩-水(气)耦合装置及试验方法, 2015.9.02-2035.9.2, 中国, ZL201310232298.4 (发明专利,已授权)

  [3] 陈益峰, 方舒, 胡冉, 一种透明岩石节理复制品制备方法, CN201710114653.6 (发明专利, 2017.2.28, 申请中)

  [4] 胡冉, 陈益峰, 岩土介质水/气两相流-弹塑性变形耦合分析软件[简称: F2Mus3D],  2019SR0198982(软件著作权)

  [5] 胡冉, 陈益峰, 含复杂边界的三维饱和-非饱和渗流有限元分析软件[简称: SUFLOW3D], 2019SR0155267 (软件著作权)

  [6] 胡冉, 陈益峰, 大型澳门新濠天地赌场水电工程三维非稳定渗流有限元分析软件[简称: NS2FLOW3D], 2019SR0198978 (软件著作权)