基本信息

余方威,博士,研究员,中国科学院水利部成都山地灾害与环境研究所
电子邮件: fwyu@imde.ac.cn
通信地址: 四川省成都市人民南路四段9号
邮政编码: 610041

研究领域

岩土工程:岩土力学与地质灾害

招生信息

081401-岩土工程 硕士研究生

招生专业
081401-岩土工程
招生方向
岩土力学与地质灾害:颗粒土力学 滑坡-碎屑流灾害

教育背景

2014 日本东京大学 博士

2010 西南交通大学 硕士

2007 河南理工大学 学士

发表论文

Yu, F.W. 2021. State-dependent behavior of a crushable sand in drained triaxial tests. Journal of Testing and Evaluation, 49(6):4506-4525. https://doi.org/10.1520/JTE20200546.

Yu, F.W., Peng, X.Z., Su, L.J. 2021. Influence of grain segregation on the behavior of sand in triaxial tests. Journal of Mountain Science, 18(10):2776-2790. https://doi.org/10.1007/s11629-021-6709-3. 

Yu, F.W., Su, L.j. 2021. Experimental investigation of mobility and deposition characteristics of dry granular flow. Landslides,18(5):1875-1887. https://doi.org/10.1007/s10346-020-01593-2. 

Yu, F.W., Zhang, C.L., Xie, Q.J., Su, L.j., Zhao, T., Jan, M.Q. 2021. Particle breakage of sand subjected to friction and collision in drum tests. Journal of Rock Mechanics and Geotechnical Engineering, 13(2):390-400. https://doi.org/10.1016/j.jrmge.2020.08.004.

Yu, F.W. 2021. Particle breakage in granular soils: a review. Particulate Science and Technology, 39(1):91-100. https://doi.org/10.1080/02726351.2019.1666946.

Yu, F.W. 2019. Influence of particle breakage on behavior of coral sands in triaxial tests. International Journal of Geomechanics, 19(12):04019131. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001524. 

Yu, F.W. 2018. Particle breakage and the undrained shear behavior of sands. International Journal of Geomechanics, 18(7):04018079. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001203.

Yu, F.W. 2018. Particle breakage in triaxial shear of a coral sand. Soils and Foundations, 58(4):866-880. https://doi.org/10.1016/j.sandf.2018.04.001.

Yu, F.W., Peng, X.Z., Su, L.J. 2017. A back-propagation neural-network-based displacement back analysis for the identification of the geomechanical parameters of the Yonglang landslide in China. Journal of Mountain Science, 14(9):1739-1750. https://doi.org/10.1007/s11629-016-4193-y. 

Yu, F.W. 2017. Characteristics of particle breakage of sand in triaxial shear. Powder Technology, 320:656-667. https://doi.org/10.1016/j.powtec.2017.08.001. 

Yu, F.W. 2017. Particle breakage and the critical state of sands. Géotechnique, 67(8):713-719. https://doi.org/10.1680/jgeot.15.P.250. 

Yu, F.W. 2017. Particle breakage and the drained shear behavior of sands. International Journal of Geomechanics, 17(8):04017041. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000919. 

Yu, F.W. 2017. Stress-dilatancy behavior of sand incorporating particle breakage. Acta Geotechnica Slovenica, 14(1):55-61. 

Yu, F.W., Su, L.J. 2016. Particle breakage and the mobilized drained shear strengths of sand. Journal of Mountain Science, 13(8):1481-1488. https://doi.org/10.1007/s11629-016-3870-1. 

Google Scholar

Google Scholar: https://scholar.google.com/citations?hl=en&user=Rk5ZgDgAAAAJ

Baidu Scholar: https://xueshu.baidu.com/homepage/fangweiyu

ResearcherID: https://publons.com/researcher/1485077/fangwei-yu

ResearchGate: https://www.researchgate.net/profile/Fangwei_Yu