余方威

余方威

余方威,男,中國科學院大學專任教師。

基本介紹

  • 中文名:余方威
  • 國籍中國
  • 畢業院校日本東京大學
  • 學位/學歷:博士
  • 專業方向:岩土力學與災害
  • 職稱:研究員
人物經歷,研究方向,學術服務,代表性論著,

人物經歷

2014 日本東京大學 博士
2010 西南交通大學 碩士
2007 河南理工大學 學士

研究方向

岩土工程:岩土力學與地質災害

學術服務

Editorial Board Members - Journal of Testing and Evaluation (ASTM), Journal of Mountain Science (Scientific Editor), Soils and Rocks.
Reviewers - Géotechnique, Journal of Geotechnical and Geoenvironmental Engineering, Soils and Foundations, Acta Geotechnica, International Journal of Geomechanics, Journal of Materials in Civil Engineering, Engineering Geology, Soil Dynamics and Earthquake Engineering, Journal of Rock Mechanics and Geotechnical Engineering, Bulletin of Engineering Geology and the Environment, European Journal of Environmental and Civil Engineering, Geoscience Frontiers, Powder Technology, Particulate Science and Technology, Construction and Building Materials, Advances in Materials Science and Engineering, Journal of Mountain Science, etc.
Memberships - Member of International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE), Life Member of Youth Innovation Promotion Association of Chinese Academy of Sciences, Member of Center for Excellence in Tibetan Plateau Earth Sciences Chinese Academy of Sciences, Member of the 1st Executive Board of the Geoscience Youth Network for Belt and Road (International), Member of Chengdu Branch (5th) Committee of Youth Innovation Promotion Association of Chinese Academy of Sciences, Member of Sichuan Youth Federation for Science and Technology (China), Member of CAS "Light of West China" Chinese Academy of Sciences.

代表性論著

Yu, F.W., Su, L.J., Peng, X.Z. 2022. Influence of particle breakage on the isotropic compressibility of sands. Journal of Mountain Science, 19(7):2086-2099. https://doi.org/10.1007/s11629-022-7390-x
Yu, F.W. 2022. A generalized dilatancy angle equation of granular soil. Journal of Mountain Science, 19(5):1456-1463. https://doi.org/10.1007/s11629-021-7099-2
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
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