摘要
针对路桥过渡段的动力响应问题,通过建立轨道路基动力分析模型,结合商业软件FLAC对某客运专线加筋土路桥过渡段、级配碎石路桥过渡段进行了仿真分析,将2种过渡段的计算结果进行对比分析、并将加筋土路桥过渡段的计算结果与实测数据进行比较,结果表明该模型能反映系统振动特性,并从理论上论证了加筋土路桥过渡段比级配碎石路桥过渡更能阻止动应力与振动加速度在路基中的传播,能使路基受到更小的动荷载影响。
Based on the dynamic response problem of the road - bridge transition section, emulation analysis was done to the reinforced soil road - bridge transition section and graded broken stone road - bridge transition section of the passenger line using the commercial software FLAC, by building rail- base dynamic Analysis Model. The calculation results are compared and analyzed for the two sections. Comparison was wade for the reinforced soil road - bridge transition section with the measured data. The results show that the system vibration performance be deducted through the built model. It is theoretically proved that the reinforced soil road - bridge transition section can prevent more the transmission of the dynamic stress and vibration acceleration in the base compared to the graded broken stone road - bridge transition section, so that the base is less affected by the dynamic load.
出处
《铁道科学与工程学报》
CAS
CSCD
北大核心
2008年第4期44-49,共6页
Journal of Railway Science and Engineering
基金
铁道部重点项目(2000G47-C)
关键词
路桥过渡段
动力响应
有限差分法
加筋土
级配碎石
road - bridge transition section
dynamic response
finite difference method
reinforced soil
graded broken stone
