Model Test Investigation of Pile-Plank Embankment of Ballastless Truck for High-Speed Railway

蒋关鲁,詹永祥,陈睿,等.无碴轨道桩板结构路基设计理论及计算理论的探讨[C]//中国铁道学会.铁路客运专线技术交流会论文集.武汉:长江出版社,2005:398-401.[2] 詹永祥,蒋关鲁,魏永幸.无碴轨道桩板结构路基的设计及计算[C]//中国铁道学会.第二届中国交通土建工程学术交流会论文集.成都:西南交通大学出版社,2006:723-729.[3] 詹永祥,蒋关鲁,魏永幸.无碴轨道桩板结构路基在地震荷载下的动力响应分析[J].中国铁道科学,2006,27(6):22-26.ZHAN Yongxiang,JIANG Guanlu,WEI Yongxing.Dynamic response analysis on the pile-plank structure roadbed of ballastless track under earthquake load[J].China Railway Science,2006,27(6):22-26.[4] 吕西林,陈跃庆,陈波,等.结构-地基动力相互作用体系振动台模拟试验研究[J].地震工程与工程振动,2000,20(4):30-36.LÜ Xilin,CHEN Yueqing,CHEN Bo,et al.Study on dynamic similitude theory of soil-structure interaction system[J].Earthquake Engineering and Engineering Vibration,2000,20(4):30-36.[5] 凌贤长,王臣,王成,等.液化场地桩-土-桥梁结构动力相互作用振动台试验模型相似设计方法[J].岩石力学与工程学报,2004,23(3):450-456.LING Xianzhang,WANG Chen,WANG Cheng,et al.Scale modeling method of shaking table test of dynamic interaction of pile-soil-bridge structure in ground of soil liquefaction[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(3):450-456.[6] 蒋关鲁,刘先锋,张建文,等.高速铁路液化土地基加固的振动台试验研究[J].西南交通大学学报,2006,41(2):190-196.JIANG Guanlu,LIU Xianfeng,ZHANG Jianwen,et al.Shaking table test of composite foundation reinforcement of saturated silty ground for high speed railway[J].Journal of Southwest Jiaotong University,2006,41 (2):190-196.