楊家強檢視原始碼討論檢視歷史
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楊家強，男，合肥工業大學土木與水利工程學院講師。
人物履歷
教育背景
2010/09–2014/06，中國礦業大學，土木工程專業，學士
2014/09–2017/06，中國礦業大學，建築與土木工程專業，碩士
2018/04–2021/03，北海道大學，環境工程專業，博士
工作經歷
2021.06–至 今，合肥工業大學，土木與水利工程學院，講師
科研項目
[1] 國家自然科學基金青年項目，基於地下水位變化高層建築群引起土體分層沉降機理研究，51208503，2013/01-2015/12，參與；
[2] 日本振興會科學研究項目，考慮粗顆粒材料長期老化的新型運輸設施維護方法，19H02234，2019/0-2023/03，參與。
學術成果
[1] Yang, J.Q., Ishikawa, T., Tokoro, T., Nakamura, T., Kijiya, I., and Okayasu, T. (2021). Effect evaluation of drainage condition and water content on cyclic plastic deformation of aged ballast and its estimation models. Transportation Geotechnics, 100606.(SCI)
[2] Yang, J.Q., Ishikawa, T., Lin, T.S., Tokoro, T., Nakamura, T., and Momoya, Y. (2020). Influence of aging on hydro-mechanical behavior of unsaturated ballast. Transportation Geotechnics,27(1):100480.(SCI)
[3] Yang, J.Q., and Cui, Z.D. (2020). Influences of train speed on permanent deformation of saturated soft soil under partial drainage conditions. Soil Dynamics and Earthquake Engineering. 133:106-120.(SCI)
[4] Yuan, L., Cui, Z.D., Yang, J.Q., and Jia, Y.J. (2020). Land subsidence induced by the engineering-environmental effect in Shanghai, China. Arabian Journal of Geosciences. 13(6):1-11.(SCI)
[5] Ishikawa, T., Lin, T.S., Yang, J.Q., Tokoro, T., and Tutumluer, E. (2019). Application of the UIUC model for predicting ballast settlement to unsaturated ballasts under moving wheel loads. Transportation Geotechnics. 18:149-162.(SCI)
[6] Cui, Z.D., Yuan, Q., and Yang, J.Q. (2018). Laboratory model tests about the sand embankment supported by piles with a cap beam. Geomechanics and Geoengineering. 13(1):64-76.(SCI)
[7] Cui, Z.D., Yang, J.Q., and Yuan, L. (2015). Land subsidence caused by the interaction of high-rise buildings in soft soil areas. Natural Hazards. 79(2): 1199-1217.(SCI)
[8] Yang, J.Q., Ishikawa, T., Matsutani, S., Tokoro, T., Nakamura, T., and Momoya, Y. (2019). Influences of water content and fine fraction content on permanent deformation of ballasts. 16th Asian Regional Conference on Soil Mechanicals and Geotechnical Engineering. Taipei, Taiwan.(EI)
[9] Yang, J.Q., Ishikawa, T., Tokoro, T., Nakamura, T., and Momoya, Y. (2019). An estimation shear strength equation for unsaturated ballast with different fine fraction contents. The 59th Japanese Geotechnical Society Hokkaido Branch Conference. Tomakomai, Japan.
[10] Yang, J.Q., Ishikawa, T., Okayasu, T., Nakamura, T., and Kijiya, I. (2018). Applicability of SSE model for railroad ballasts with various water contents and fine fraction contents. IS-Atlanta Conference. Atlanta, USA.
[11] Aoyagi, T., Yang, J.Q., Matsutani, S., Ishikawa, T., Nakamura, T., and Momoya, Y. (2019). Development of freeze-thaw water retention test apparatus for coarse granular materials. In Geotechnics for Transportation Infrastructure. Springer, Singapore.(EI)
[12] 崔振東，趙羚子，張忠良，張成林，楊家強，樊思成，華珊珊，李丁，何鵬鵬，袁強 趙鵬，袁麗；一種大型土體界面剪切試驗模型及試驗方法，2018.01，國家發明專利，CN201510836695.1.
[13] 崔振東，袁麗，李丁，張忠良，華珊珊，樊思成，何鵬鵬，袁強，趙羚子，楊家強，張成林；一種由高層建築荷載和地下水抽灌引起土體分層沉降模型試驗裝置及試驗方法，2017.04，國家發明專利，CN201510767956.[1]