姓名: 方宏伟
出生年月: 1980.07
职称: 讲师
最高学历: 北京科技大学岩土工程专业博士研究生
电子邮箱: Fanghongwei911@126.com
政治面貌: 群众
研究方向: 边坡工程与滑坡灾害
研究项目:
(1)吉林省教育厅科学研究项目(JJKH20220280KJ)：地震作用下3D边坡动力可靠性计算模型关键技术的研究(结题).
(2)吉林省教育厅“十三五”科学技术研究项目(JJKH20180450KJ)：一种新的三维边坡
失稳判据及应用，执行期：2018.01-2019.12(结题).
(3)吉林市科技发展计划资助项目(20166008)：滑坡灾害风险新评价体系的构建，执行期：2016.8-2018.8(结题).
学术专著：
(1)方宏伟,侯振坤.基于变形破坏准则的边坡失稳判据及应用[M].科学出版社2023.5.
(2)方宏伟.边坡稳定性极限曲线法[M].科学出版社, 2017.4
研究论文:
(1)Hongwei Fang, Yixiang Xu. New method for evaluation seismic ultimate bearing capacity of foundations adjacent to slope considering dilatancy angle[J].SOIL MECH FOUND ENG, .(SCI)
(2)Hongwei Fang, Yixiang Xu, and Guowen Xu. New failure mechanism for evaluating the static and seismic ultimate bearing capacity of strip footings adjacent to slope[J].KSCE J CIV ENG, 2023,4,19.(SCI:000961181700003)
(3)Hongwei Fang, Yixiang Xu. New failure mechanism for evaluating seismic and static undrained bearing capacity adjacent to 2D slope[J]. Scientific Reports (2023) 13:1712. (SCI:000985232500066)
(4) Hongwei Fang, Yixiang Xu.New failure mechanism for evaluating the inclined failure load adjacent to undrained soil slope[J]. Sustainability 2023, 15, 2159.(SCI:000930355600001)
(5)Hongwei Fang, Ning Wang, Yixiang Xu. New failure mechanism for evaluating ultimate inclined load adjacent to slope. PLOS ONE, 2023,18(7): e0289015.
(6) Fang H W, Chen Y Frank, Hou Z K, Xu G W, Wu J X. New instability criterion for stability analysis of homogeneous slopes with double strength reduction. International Journal of Geomechanics, 2020, 20(9): 04020162.(SCI三区)
(7) Fang H W, Chen Y Frank, Hou Z K, Xu G W, Wu J X. Probabilistic analysis of a cohesion- frictional slope using the slip-line field theory in a Monte-Carlo framework[J].Computers and Geotechnics, 2020,120:103398.(SCI一区)
(8) Fang H W, Chen Y. Frank, Xu Y X. New Instability Criterion for Stability Analysis of Homogeneous Slopes. International Journal of Geomechanics, 2020, 20(5): 04020034.(SCI三区)
(9)FANG Hong-wei (方宏伟), CHEN Y. Frank.(陈幼佳), DENG Xiao-wei(邓晓蔚). A new slope optimization design method based on the limit curve method [J]. J. Cent. South Univ.,(2019) 26: 1856−1862.(SCI三区)
