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刘武(合肥工业大学)

刘武

刘武,男,合肥工业大学土木与水利工程学院副教授。

目录

人物履历

教育背景

2006/09–2010/06,武汉大学,水利水电工程,学士

2010/09–2015/06,武汉大学,水工结构工程,博士

工作经历

2015/07–2020/12,合肥工业大学,土木与水利工程学院,讲师

2018/01–至 今,合肥工业大学,土木与水利工程学院,硕导

2019/10–2020/10,合肥工业大学,美国加州大学伯克利分校,劳伦斯伯克利国家实验室,访问学者

2020/12–至 今,合肥工业大学,土木与水利工程学院,副教授

科研项目

[1] 国家自然科学基金青年项目:深埋隧洞围岩水-力-损伤耦合的宏细观机制与多尺度建模方法,编号:51709072,主持;

[2] 安徽省自然科学基金青年项目:水-力耦合下地下洞室围岩损伤与渗透性演化多尺度效应,编号:1808085QE145,主持;

[3] 合肥工业大学学术新人提升计划项目:THM耦合下核废料处置库EDZ的多尺度损伤与传输特性演化研究,编号:JZ2020HGTB0028,主持;

[4] 国家自然科学基金:水库运行期岸坡消落带堆积体变形破坏的物理化学机制研究,编号:51979068,参与;

[5] 水工岩石力学教育部重点实验室(武汉大学)开放课题:考虑多尺度结构的裂隙岩体渗透性演化机理及反演分析,主持;

获奖情况

[1] 基于非稳定渗流过程的岩体渗透特性反演分析,湖北省自然科学优秀学术论文三等奖,2016,排名1/4

学术成果

[1] Wu Liu, Liange Zheng, Zhenhua Zhang*, et al. A micromechanical Hydro-Mechanical-Damage coupled model for layered rocks considering multi-scale structures, International Journal of Rock Mechanics and Mining Sciences, 2021, 142, 104715.

[2] 刘武,过申磊,陆倩,等. 基于TOUGHREACT的岩石水力损伤耦合数值模型研究, 岩土工程学报, 2021, 43(7): 1306-1314.

[3] Wu Liu, Yifeng Chen*, Ran Hu, et al. 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, 2016, 89: 212-226.

[4] 刘武.考虑多尺度结构的贯通节理岩体损伤摩擦耦合模型.岩土工程学报, 2018, 40(1): 147-154.

[5] 刘武*,张振华,叶晓东,等,层状岩体渗透特性多尺度演化模型研究.岩土工程学报, 2018, 40(S2): 68~72.

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

[7] Zhenhua Zhang, Wu Liu*, Lei Han, et al. Disintegration behavior of strongly weathered purple mudstone in drawdown area of three gorges reservoir, China. Geomorphology, 2018, 315:68-79.

[8] Zhenhua Zhang,Wu Liu*,Yingbo Zhang,et al. Towards on slope-cutting scheme optimization for Shiliushubao landslide exposed to reservoir water level fluctuations. Arabian Journal for Science and Engineering, 2021. https://doi.org/10.1007/s13369-021-05360-w.

[9] Wu Liu, Zhenhua Zhang*. Experimental characterization and quantitative evaluation of slaking for strongly weathered mudstone under cyclic wetting-drying condition. Arabian Journal of Geosciences,2020,13: 65.

[10] Zhenhua Zhang, Xiaoyu Huang, Wu Liu*, et al. Study on the hydraulic parameters of Woshaxi landslide soils during water level drawdown of Three Gorges Reservoir. Geofluids, 2020, 6283791.

[11] Zhenhua Zhang, Wu Liu*, Qiang Cui, et al. Disintegration characteristics of moderately weathered mudstone in drawdown area of Three Gorges Reservoir, China. Arabian Journal of Geosciences, 2018, 11:405.

[12] 段海澎,刘武,等. 非均质河床双排桥墩局部冲刷数值模拟研究,水资源与水工程学报,2020,31,155~160.

[13] Chuangbing Zhou,Wu Liu,Yifeng Chen*,et al. Inverse modeling of leakage through a rockfill dam foundation during its construction stage using transient flow model, neural network and genetic algorithm. Engineering Geology,2015,187:183-195.

[14] Chen YF*,Wei K, Liu W, et al. Experimental characterization and micromechanical modelling of anisotropic slates. Rock Mechanics and Rock Engineering,2016,49:3541-3557.

[15] 刘武,过申磊,陆倩,等. 山区边坡坡度对扩底基础拉拔承载性能影响研究, 建筑结构, 2021, 51(S1): 2108-2112.[1]

参考资料