-
張巍
(華南農業大學副教授)
鎖定
- 中文名
- 張巍
- 國 籍
- 中國
- 民 族
- 漢
- 出生地
- 湖北天門
- 出生日期
- 1983年1月
- 畢業院校
- 武漢大學
張巍人物經歷
● 1999年9月~2003年6月,武漢大學,水利水電工程,學士
● 2003年9月~2005年6月,武漢大學,水利水電工程,碩士
● 2006年9月~2010年6月,武漢大學,水利水電工程,博士
● 2005年7月~2015年7月,廣東省水利電力勘測設計研究院,水工建築高級工程師,有豐富的水工岩土工程設計經驗。
● 2015年7月~2017年8月,中山大學,應用力學與工程系,博士後。
張巍研究方向
張巍主持科研項目
[1] 越浪誘發海堤漸進破壞機理與粒子有限元模擬,國家自然科學基金項目面上項目,52萬元,2023年~2027年,主持.
[2] 複雜根-土系統變形與破壞的物質點模擬方法研究, 廣東省普通高校特色創新項目, 5萬元, 2021年~2023年,主持.
[3] 裂隙巖體中高壓隧洞內水外滲的機理與控制, 廣東省自然科學基金, 10萬元,2018年~2021年, 主持.
[4] 軟弱圍巖壓力隧洞水-力耦合承載機理與計算理論, 廣東省水利科技創新項目, 76萬元, 2020年~2022年,主持.
[5] 廣東省節水統計調查和管理制度研究,廣東省水利廳, 54萬元,2021年~2022年, 主持.
[6] 抽水蓄能電站壓力隧洞素混凝土襯砌研究, 廣州市荔灣區科技計劃, 170萬元, 2012年~2015年, 主持.
張巍主持教學項目
[1] 華南農業大學卓越鄉村基建人才培養計劃,廣東省教育廳,30萬元,2021年
[2] 華南農業大學聯合培養研究生建設基地,廣東省教育廳,2萬元,2023年
[3] 高水平研究生教材建設項目《岩土工程中的有限單元法》,華南農業大學研究生教育創新計劃,2萬元,2021年
張巍代表性論文
[1] Zhang W, Wu Z Z, Peng C, et al. Modellinglarge-scale landslide using a GPU-accelerated 3D MPM with an efficient terraincontact algorithm[J]. Computers and Geotechnics, 2023, 158: 105411.
[5]
[2] YuanW H, Liu M, Guo N, Dai B B, Zhang W(*), et al. A temporalstable smoothed particle finite element method for large deformation problemsin geomechanics[J]. Computers and Geotechnics, 2023, 156: 105298.
[6]
[3] ZouJ Q, Yang F X, Yuan W H(*), Liu Y H, LiuA H, Zhang W(*). A kinetic energy-based failure criterion fordefining slope stability by PFEM strength reduction[J]. Engineering Failure Analysis,2023, 145: 107040.
[7]
[4] ZouJ Q, Chen H, Jiang Y, Zhang W(*), et al. An effective method for real-timeestimation of slope stability with numerical back analysis based on particleswarm optimization[J]. Applied Rheology, 2023, 33: 20220143.
[8]
[5] YuanW, Zhu J, Liu K, Zhang W(*), et al. Dynamic analysis of largedeformation problems in saturated porous media by smoothed particle finiteelement method[J]. Computer Methods in Applied Mechanics and Engineering. 2022,392: 114724.
[9]
[6] YuanW H, Liu M, Zhang X W, Wang H L, Zhang W(*), et al.Stabilized smoothed particle finite element method for coupled largedeformation problems in geotechnics[J]. Acta Geotechnica, 2022, 18(3): 1215-1231.
[10]
[7] YuanW H, Wang H C, Zhang W(*),et al. Particlefinite element method implementation for large deformation analysis using Abaqus[J].Acta Geotechnica, 2021, 16(8): 2449-2462.
[11]
[8] Zhang W, Wang S, Wu Y, et al. Bifurcationanalysis of shear band in sand under true triaxial conditions with hypoplasticity[J].International Journal for Numerical and Analytical Methods in Geomechanics, 2021,45(7): 934-949.
[12]
[9] Zhang W,Zou J Q, Bian K, et al. Thermodynamic-based cross-scale model for structuralsoil with emphasis on bond dissolution[J]. Canadian Geotechnical Journal, 2021,59(1): 1-11.
[13]
[10] WuY, Liao J R, Zhang W(*), et al. Characterization of stress-dilatancybehavior for methane hydrate-bearing sediments[J]. Journal of Natural GasScience and Engineering, 2021, 92: 104000.
[14]
[11] YuanW H, Wang H C, Liu K, Zhang W(*), et al. Analysis of largedeformation geotechnical problems using implicit generalized interpolationmaterial point method[J]. Journal of Zhejiang University-Science A, 2021, 22(11):909-923.
[15]
[12] Zhang W,Zou J Q, Zhang X W, et al. Interpretation of cone penetration test in clay withsmoothed particle finite element method[J]. Acta Geotechnica, 2021, 16(8):2593-2607.
[16]
[13] Zhang W,Liu M, Bian K, et al. Modelling the hydro-mechanical behaviour of high-pressuretunnel with emphasis on the interaction between lining and rock mass[J]. Computersand Geotechnics, 2021, 139: 104382.
[17]
[14] Zhang W, Zhong Z H, Peng C, et al. GPU-acceleratedsmoothed particle finite element method for large deformation analysis in geomechanics[J].Computers and Geotechnics, 2021, 129: 103856.
[18]
[15] YuanW H, Liu K, Zhang W(*),et al. Dynamic modeling of large deformation slope failure using smoothedparticle finite element method[J]. Landslides, 2020, 17(7): 1591-1603.
[19]
[16] Liu A H, Zou J Q, Hu W, LiuM, Cong P T, Zhang W(*). Numerical simulation of mesodamage behavior of concrete basedon material point method[J]. Advances in Civil Engineering, 2020, 2020: 1-14.
[20]
[17] Zhang W, Cong P, Bian K, et al, Estimationof equivalent permeability tensor for fractured porous rock masses using acoupled RPIM-FEM method[J]. Engineering Computations, 2019, 36(3): 807-829.
[21]
[18] YuanW H, Zhang W(*),Dai B B, et al. Application of the particle finite element method for large deformationconsolidation analysis[J]. Engineering Computations, 2019, 36(9): 3138-3163.
[22]
[19] Zhang W, Dai B B, Liu Z, et al. Onthe non-Darcian seepage flow field around a deeply buried tunnel afterexcavation[J]. Bulletin of Engineering Geology and theEnvironment, 2019, 78(1): 311-323.
[23]
[20] Zhang W, Yuan W H, Dai B B. Smoothed particle finite-element method for large-deformationproblems in geomechanics[J]. International Journal of Geomechanics, 2018,18(4): 04018010.
[24]
[21] Zhang W, Dai B B, Liu Z, et al. Numericalalgorithm of reinforced concrete lining cracking process for pressure tunnels[J].Engineering Computations, 2018, 35(1): 91-107.
[25]
[22] Zhang W, Dai B, Liu Z, et al. Unconfinedseepage analysis using moving kriging mesh-free method with monte carlo integration[J].Transport in Porous Media, 2017, 116(1): 163-180.
[26]
[23] Zhang W, Dai B B, Liu Z, et al. Modeling free-surface seepage flow in complicated fractured rockmass using a coupled RPIM-FEM method[J]. Transport in porous media, 2017, 117(3):443-463.
[27]
[24] Zhang W, Dai B B, Liu Z, et al. A pore-scale numerical model for non-Darcy fluid flow through rough-walledfractures[J]. Computers and geotechnics, 2017, 87: 139-148.
[28]
[25] Zhang W, Dai B B, Liu Z, et al. Modelingdiscontinuous rock mass based on smoothed finite element method[J]. Computers andGeotechnics, 2016, 79: 22-30.
[29]
張巍獲獎記錄
張巍著作或教材
[3] Zhang W,Wang Y, Wang S. Predicting academic performance using tree-based machinelearning models: A case study of bachelor students in an engineering departmentin China, Education and Information Technologies, 2022, 27: 13051-13066.
張巍軟件著作權
[1] 基於隱式粒子有限元法的岩土工程水-力耦合大變形GPU並行數值計算軟件, 2021.6, 中國, 2021.
[2] 結構非線性三維等參有限元軟件, 2015.6, 中國, 2015SR096476.
張巍發明專利
張巍代表性橫向課題
- 參考資料
-
- 1. 教師個人簡介 .華南農業大學水利與土木工程學院[引用日期2021-01-18]
- 2. Guest researchers 2020::Institute of Geotechnical Engineering (IGT)::Department of Civil Engineering and Natural Hazards::BOKU .Universität für Bodenkultur Wien 維也納自然資源與生命科學大學訪問學者名單[引用日期2021-01-18]
- 3. 公告 | 2019年,這69個項目獲全國優秀水利水電工程勘測設計獎! .澎湃網[引用日期2021-03-18]
- 4. 張巍 .華南農業大學水利與土木工程學院[引用日期2023-04-14]
- 5. Modelling large-scale landslide using a GPU-accelerated 3D MPM with an efficient terrain contact algorithm .sciencedirect[引用日期2023-04-14]
- 6. A temporal stable smoothed particle finite element method for large deformation problems in geomechanics .sciencedirect[引用日期2023-04-14]
- 7. Heterogeneous precipitation behavior and stacking-fault-mediated deformation in a CoCrNi-based medium-entropy alloy - CityU Scholars | A Research Hub of Excellence .scholars[引用日期2023-04-14]
- 8. An effective method for real-time estimation of slope stability with numerical back analysis based on particle swarm optimization .researchgate
- 9. Dynamic analysis of large deformation problems in saturated porous media by smoothed particle finite element method .sciencedirect
- 10. Stabilized smoothed particle finite element method for coupled largedeformation problems in geotechnics .springer
- 11. Particlefinite element method implementation for large deformation analysis using Abaqus[J].Acta Geotechnica .springer
- 12. Bifurcationanalysis of shear band in sand under true triaxial conditions with hypoplasticity .onlinelibrary
- 13. Thermodynamic-based cross-scale model for structuralsoil with emphasis on bond dissolution .cdnsciencepub[引用日期2023-04-14]
- 14. Characterization of stress-dilatancybehavior for methane hydrate-bearing sediments .sciencedirect
- 15. Analysis of largedeformation geotechnical problems using implicit generalized interpolationmaterial point method .springer
- 16. Interpretation of cone penetration test in clay with smoothed particle finite element method .springe
- 17. Modelling the hydro-mechanical behaviour of high-pressuretunnel with emphasis on the interaction between lining and rock mass .sciencedirect
- 18. GPU-acceleratedsmoothed particle finite element method for large deformation analysis in geomechanics .sciencedirect
- 19. Dynamic modeling of large deformation slope failure using smoothedparticle finite element method[J]. Landslides .springer
- 20. Numerical simulation of mesodamage behavior of concrete basedon material point method .hindawi
- 21. Estimationof equivalent permeability tensor for fractured porous rock masses using acoupled RPIM-FEM method .emerald
- 22. Application of the particle finite element method for large deformationconsolidation analysis .researchgate
- 23. Onthe non-Darcian seepage flow field around a deeply buried tunnel afterexcavation .springer
- 24. Smoothed particle finite-element method for large-deformationproblems in geomechanics .researchgate
- 25. Numericalalgorithm of reinforced concrete lining cracking process for pressure tunnels .emerald
- 26. Unconfinedseepage analysis using moving kriging mesh-free method with monte carlo integration .springer
- 27. Modeling free-surface seepage flow in complicated fractured rockmass using a coupled RPIM-FEM method .springer
- 28. Apore-scale numerical model for non-Darcy fluid flow through rough-walledfractures .sciencedirect
- 29. Modelingdiscontinuous rock mass based on smoothed finite element method .sciencedirect
- 30. 廣東省水利廳 - 水科院:1項科研成果獲得中國大壩工程學會科技進步二等獎 .廣東省水利廳
- 31. 岩土工程中的有限單元法 .中教圖書
- 32. 農村飲水安全工程——設計、施工與管理 .中教圖書
- 33. 一種研究根-土複合體強度特性的透明試驗系統 .知網
- 34. 一種研究根-非飽和土界面力學特性的試驗裝置及方法 .知網
- 35. 基於微生物礦化修建生態灌渠的現場試驗方法 .知網
- 36. 一種用於模擬基於微生物礦化修建生態渠道的試驗裝置及方法 .知網
- 37. 一種浸水-潛蝕耦合作用對土體力學特性影響的試驗裝置及方法 .知網
- 38. 張巍 .水利與土木工程學院[引用日期2023-09-01]
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