姓名: 方宏伟
职称: 讲师
电子邮箱: Fanghongwei911@126.com
政治面貌: 群众
研究方向: 边坡工程
研究与工作经历:
1、学习经历
1999.09-2003.07,辽宁工程技术大学,学士学位,
2003.09-2006.03,东北大学,硕士学位,
2009.09-2013.01,北京科技大学,博士学位。
2、工作经历
2006.04-2009.07, 南昌工程学院教师,
2013.02-2014.12, 辽宁交通高等专科学校教师,
2015.01-2019.11东北电力大学教师,
2019.12-至今 吉林建筑大学教师。
专业资质与学术兼职: 无
科研项目:
(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).
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
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, 2023.(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.(SCI)
(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)
(4) Hongwei Fang, Yixiang Xu.New failure mechanism for evaluating the inclined failure load adjacent to undrained soil slope[J]. Sustainability 2023.(SCI)
(5)Hongwei Fang, Ning Wang, Yixiang Xu. New failure mechanism for evaluating ultimate inclined load adjacent to slope. PLOS ONE, 2023.(SCI)
(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)
(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)
(8) Fang H W, Chen Y. Frank, Xu Y X. New Instability Criterion for Stability Analysis of Homogeneous Slopes. International Journal of Geomechanics, 2020.(SCI)
(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)
成果奖励:无
发明专利:
(1)方宏伟.一种地震作用下均质纯粘土边坡动力安全系数拟静力法,专利号: 20211015 16722.
(2)方宏伟.一种外荷载作用下均质纯粘土边坡安全系数计算方法,专利号:2021101516737.
(3)方宏伟,吴逸鑫.一种三维均质边坡稳定性极限曲线法失稳判据,专利号:2020113335371.
(4)方宏伟,卢秋叶.一种计算地震作用下均质边坡动力极限荷载的拟静力法,专利号:2021101516741.
(5)方宏伟,王宁.一种计算均质边坡极限地震作用系数的拟静力法,专利号:2021101516756.
(6)方宏伟,张雨慧.一种计算地震作用下均质边坡动力安全系数的拟静力法,专利号:2021101516718.