2024.10-至今长安大学 副教授

2023.10-至今长安大学 硕士研究生导师

2022.08-2024.09长安大学讲师 博士后  合作导师：彭建兵院士

（1）高速滑坡及其堵河形成的涌浪和洪水灾害链如何形成和转化，怎么模拟这些过程为灾害评估提供依据；

（2）复合灾害链（如滑坡转化为泥石流、滑坡、泥石流汇聚）的形成原因，出现多灾种叠加、刮铲侵蚀等动力学效应背后的物理原理，以及如何进行评估和预测；

（3）基于机器学习（人工智能）的自然灾害预测模型及方法；

（4）如何通过地震动等信号实现自然灾害的智能监测和预警；

（5）数值模拟方法：物质点法、有限体积法、光滑粒子流法、有限元法、有限差分等。

《地质工程数值模拟》（本科&硕士，主讲）

《地质工程专业实习》（本科，实习导师）

《非饱和土力学》（本科，英文，主讲）

（1）2023.08-至今，国家自然科学基金青年基金项目项目：“高速流动性黄土滑坡前缘冲挤效应及致灾范围预测模型研究”，42307216，主持

（2）2025.08-至今，中国博士后科学基金特别资助项目，“高速滑坡-堵江-溃坝-洪水灾害链运动学转化机制及预测模型研究”2025T180121,主持

（3）2023.08-至今，中国博士后科学基金面上项目：“具有动力侵蚀效应黄土滑坡的运动模式演化机制及致灾过程预测”，2023M730353，主持

（4）2024.06-至今，中央高校基本科研业务费项目-高新技术研究支持计划-培育项目，300102264203，主持

（5）2021.10-2024.12，国家重点研发计划项目：“暴雨型山洪灾害链监测预警关键技术研发与示范”，2021YFE0111900，课题一，专题负责

代表性论文：

[1] ShenW,Peng J, Qiao Z, et al. (2024) Plowing mechanism of rapidflow-like loess landslides: Insights from MPM modeling. EngineeringGeology,335: 107532. 

[2] ShenW, QiaoZ, Li T, et al. (2024) A new DTMbased threedimensional MPMmodel for simulating rapid flowlike landslides propagating on curvedbed. Landslides,online, https://doi.org/10.1007/s10346-024-02261-5

[3] ShenW,Peng J, Li Q, et al. (2024) Three-dimensional MPM modeling of rapidflow-like loess landslides with  entrainmentphenomenon. Computersand Geotechnics,174:106616.

[4] ShenW,Li T, Li P, et al. (2019) A two-layer numerical model for simulatingthe frontal plowing phenomenon of flow-like landslides. EngineeringGeology,259: 105168. 

[5] ShenW,Li T, Li P, et al. (2018) A modified finite difference model for themodeling of flowslides. Landslides,15: 1577-1593. 

[6] ShenW,Wang D, Qu H, et al. (2019) The effect of check dams on the dynamicand bed entrainment processes of  debris flows. Landslides,16: 2201-2217. 

[7] ShenW,Berti M, Li T, et al. (2022)The influence of slope gradient and gullychannel on the run-out behavior of rockslide-debris flow: an analysison the Verghereto landslide in Italy. Landslides,19: 885–900. (SCI 1区/Top）

[8] ShenW,Li T, Li P, et al. (2020) Numerical assessment for the efficienciesof check dams in debris flow gullies: A case study. COMPUTGEOTECH,122: 103541.

[9] ShenW,Li T, Li P, et al. (2019) The influence of the bedentrainment-induced rheology and topography changes on thepropagation of flow-like landslides: a numericalinvestigation. Bulletinof Engineering Geology and the Environment,78: 4771-4785.

[10] ShenW,Wang D, He S, et al. (2020) Numerical assessment of the impedingeffect of check dams in the Hongchun debris flow gully, SichuanProvince, China. Bulletinof Engineering Geology and the Environment,79: 2833-2845.

[11] ShenW,Li T, Berti M, et al. (2021) Numerical modeling of bed deposition inrapid flow-like landslides: a case study of the Gaolou landslide inShaanxi Province, China. Journalof Mountain Science,18: 599-613.

[12]Li P, ShenW*,Hou X, et al. (2019) Numerical simulation of the propagation processof a rapid flow-like landslide considering bed entrainment: a casestudy. EngineeringGeology,263: 105287. (共同一作)

[13]Li Q, Li T, ShenW*,et al. (2022) Significance of the van der Waals force on theformation of the microstructure of wind-blown loess: An investigationusing modified Discontinuous Deformation Analysis. COMPUTGEOTECH.148: 104833（通讯作者）

[14] QiaoZ, Li T, Simoni A, Gregoretti C, Bernard M, Wu S, ShenW* andBerti M (2023) Numerical modelling of an alpine debris flow byconsidering bed entrainment. Front.Earth Sci. 10:1059525（通讯作者）

[15] QiaoZ, ShenW*, LiT, Berti, M (2023) An advanced SPH model for protectiveconstructions of debris flows adopting the modified HBP constitutivelaw. Landslides, 20:2437–2453（通讯作者）

[16]Li Q,  Franci A, ShenW*, etal. (2024) A modified discontinuous deformation analysis methodconsidering the bonding effect for the simulation of structuralloess. ActaGeotechnica.online. (通讯作者).  https://doi.org/10.1007/s11440-024-02265-4

[17] QiaoZ, ShenW*, XinP, et al. (2024)  Simulation of the failure and run-outprocesses of rotational translational loess landslides using an SPHmodel considering strain  softening. ActaGeotechnica.online.(通讯作者). https://doi.org/10.1007/s11440-024-02427-4(0123456789().,-volV

[18] ZhaoZ, Hou X, ShenW*,et al.  （2025）Permeabilityand microstructure evolution of loess-paleosol sequence: analysis ofprediction model based on deposition time. Catena.257: 109176. (通讯作者)

[19] 沈伟，彭建兵，李同录，等. 复杂地形下高速滑坡运动过程三维物质点法模拟[J].工程地质学报，2025，33(4): 1415-1427.

[20] 沈伟, 翟张辉, 李同录,等. 陕西泾河南岸大堡子高速远程黄土滑坡运动过程模拟[J]. 工程地质学报,2016(6):1309-1317.

[21] 沈伟,李同录,张中华,张国伟,翟张辉.浅层蠕动型黄土滑坡机理[J].山地学报,2017, 35(06): 835-841.

[22] 沈伟,李同录. 高速远程滑坡运动学研究综述[A]. 2016年全国工程地质学术年会论文集[C].(会议论文)

学生发表论文：

[1] LiJ, ShenW*,Li T, et al.  （2024）Run-outsimulation of rock avalanches using a depth-averaged modelconsidering the distance and velocity related frictional weakeningeffect. Landslides. (通讯作者). https://doi.org/10.1007/s10346-024-02440-4

[2] 孙兴来，沈伟*，李纪恒，等. 高速黄土滑坡前缘冲挤效应颗粒流模拟[J]. 工程地质学报，2024，网络首发，DOI: 10.13544/j.cnki.jeg.2023-0416

[3] 刘登海，沈伟*，刘子扬，等.黄河上游德恒隆古滑坡-堰塞湖-溃决洪水灾害链全过程模拟与灾害放大效应[J/OL]．地球科学,2025,网络首发. https://link.cnki.net/urlid/42.1874.p.20250922.0934.004

2023年长安大学大学生暑期社会实践优秀指导教师

2016年ICGdR“Outstanding young researcher”

2024.10-至今长安大学 副教授

2023.10-至今长安大学 硕士研究生导师

2022.08-2024.09长安大学讲师 博士后  合作导师：彭建兵院士