TU435;U451
国家重点研发计划资助项目(2023YFC3009400);国家自然科学基金资助项目(52208344,52278350);江西省自然科学基金资助项目(20224BAB214068);国家重点实验室开放基金资助项目(HJGZ2022204)
DING Hai-bin
State Key Laboratory of Performance Monitoring and Protecting of Rail Transit Infrastructure, East China Jiaotong University,Nanchang 330013, China;Engineering Research & Development Centre for Underground Technology of Jiangxi Province,Nanchang 330013, China;Jiangxi Key Laboratory of Infrastructure Safety Control in Geotechnical Engineering,East China Jiaotong University, Nanchang 330013, ChinaLIU Zhi-yun
State Key Laboratory of Performance Monitoring and Protecting of Rail Transit Infrastructure, East China Jiaotong University,Nanchang 330013, China;Engineering Research & Development Centre for Underground Technology of Jiangxi Province,Nanchang 330013, China;Jiangxi Key Laboratory of Infrastructure Safety Control in Geotechnical Engineering,East China Jiaotong University, Nanchang 330013, ChinaCHEN Chang-ke
State Key Laboratory of Performance Monitoring and Protecting of Rail Transit Infrastructure, East China Jiaotong University,Nanchang 330013, China;Engineering Research & Development Centre for Underground Technology of Jiangxi Province,Nanchang 330013, China;Jiangxi Key Laboratory of Infrastructure Safety Control in Geotechnical Engineering,East China Jiaotong University, Nanchang 330013, ChinaTONG Li-hong
State Key Laboratory of Performance Monitoring and Protecting of Rail Transit Infrastructure, East China Jiaotong University,Nanchang 330013, China;Engineering Research & Development Centre for Underground Technology of Jiangxi Province,Nanchang 330013, China;Jiangxi Key Laboratory of Infrastructure Safety Control in Geotechnical Engineering,East China Jiaotong University, Nanchang 330013, ChinaXU Chang-jie
State Key Laboratory of Performance Monitoring and Protecting of Rail Transit Infrastructure, East China Jiaotong University,Nanchang 330013, China;Engineering Research & Development Centre for Underground Technology of Jiangxi Province,Nanchang 330013, China;Jiangxi Key Laboratory of Infrastructure Safety Control in Geotechnical Engineering,East China Jiaotong University, Nanchang 330013, China丁海滨,刘志云,李 鹏,陈常科,童立红,徐长节. P 波作用下土体孔隙尺寸及结构非均匀效应对圆形衬砌动力特性的影响[J].振动工程学报,2024,37(11):1959~1968.[DING Hai-bin, LIU Zhi-yun, LI Peng, CHEN Chang-ke, TONG Li-hong, XU Chang-jie. Influence of soil pore size and structure heterogeneity on the dynamic characteristics of circular lining subjected to P-wave[J]. Journal of Vibration Engineering,2024,37(11):1959~1968.]
复制