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劉武(合肥工業大學)檢視原始碼討論檢視歷史

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劉武

劉武,男,合肥工業大學土木與水利工程學院副教授。

人物履歷

教育背景

2006/09–2010/06,武漢大學,水利水電工程,學士

2010/09–2015/06,武漢大學,水工結構工程,博士

工作經歷

2015/07–2020/12,合肥工業大學,土木與水利工程學院,講師

2018/01–至 今,合肥工業大學,土木與水利工程學院,碩導

2019/10–2020/10,合肥工業大學,美國加州大學伯克利分校,勞倫斯伯克利國家實驗室,訪問學者

2020/12–至 今,合肥工業大學,土木與水利工程學院,副教授

科研項目

[1] 國家自然科學基金青年項目:深埋隧洞圍岩水-力-損傷耦合的宏細觀機制與多尺度建模方法,編號:51709072,主持;

[2] 安徽省自然科學基金青年項目:水-力耦合下地下洞室圍岩損傷與滲透性演化多尺度效應,編號:1808085QE145,主持;

[3] 合肥工業大學學術新人提升計劃項目:THM耦合下核廢料處置庫EDZ的多尺度損傷與傳輸特性演化研究,編號:JZ2020HGTB0028,主持;

[4] 國家自然科學基金:水庫運行期岸坡消落帶堆積體變形破壞的物理化學機制研究,編號:51979068,參與;

[5] 水工岩石力學教育部重點實驗室(武漢大學)開放課題:考慮多尺度結構的裂隙岩體滲透性演化機理及反演分析,主持;

獲獎情況

[1] 基於非穩定滲流過程的岩體滲透特性反演分析,湖北省自然科學優秀學術論文三等獎,2016,排名1/4

學術成果

[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] 劉武,過申磊,陸倩,等. 基於TOUGHREACT的岩石水力損傷耦合數值模型研究, 岩土工程學報, 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] 劉武.考慮多尺度結構的貫通節理岩體損傷摩擦耦合模型.岩土工程學報, 2018, 40(1): 147-154.

[5] 劉武*,張振華,葉曉東,等,層狀岩體滲透特性多尺度演化模型研究.岩土工程學報, 2018, 40(S2): 68~72.

[6] 劉武,陳益峰*,胡冉,等. 基於非穩定滲流過程的岩體滲透特性反演分析. 岩石力學工程學報,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,劉武,等. 非均質河床雙排橋墩局部沖刷數值模擬研究,水資源與水工程學報,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] 劉武,過申磊,陸倩,等. 山區邊坡坡度對擴底基礎拉拔承載性能影響研究, 建築結構, 2021, 51(S1): 2108-2112.[1]

參考資料