威廉希尔williamhill_英国威廉希尔公司-中文官网

性别：男

学位：博士

职称：讲师

系部：道桥地下系

邮箱：yangjiaqiang@hfut.edu.cn

主页：/

方向：非饱和土力学特性；路基沉降预测；高铁动力学

招生：/

个人简介

主要研究非饱和路基土体力学特性及铁路路基沉降预测方法；高铁路基动力响应及车辆动荷载下路基长期稳定性。参于国家自然科学基金项目、日本JSPS项目等多项课题。目前研究成果发表期刊论文7篇；会议论文4篇；授权国家发明专利2项；参编十三五规划教材1部。 

教育背景

2010/09–2014/06，中国矿业大学，土木工程专业，学士

2014/09–2017/06，中国矿业大学，建筑与土木工程专业，硕士

2018/04–2021/03，北海道大学，环境工程专业，博士

工作经历

科研项目

[1] 国家自然科学基金青年项目，基于地下水位变化高层建筑群引起土体分层沉降机理研究，51208503，2013/01-2015/12，参与；

[2] 日本振兴会科学研究项目，考虑粗颗粒材料长期老化的新型运输设施维护方法，19H02234，2019/0-2023/03，参与。

获得奖励

代表成果

[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] 崔振东，赵羚子，张忠良，张成林，杨家强，樊思成，华珊珊，李丁，何鹏鹏，袁强 赵鹏，袁丽；一种大型土体界面剪切试验模型及试验方法，2018.01，国家发明专利，CN201510836695.1.

[13] 崔振东，袁丽，李丁，张忠良，华珊珊，樊思成，何鹏鹏，袁强，赵羚子，杨家强，张成林；一种由高层建筑荷载和地下水抽灌引起土体分层沉降模型试验装置及试验方法，2017.04，国家发明专利，CN201510767956.