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交通荷载作用下软土路基-路面三维振动研究
引用本文:刘干斌,周晔,郑荣跃.交通荷载作用下软土路基-路面三维振动研究[J].宁波大学学报(理工版),2008,21(3):380-385.
作者姓名:刘干斌  周晔  郑荣跃
作者单位:宁波大学建筑工程与环境学院,浙江宁波315211
基金项目:浙江省自然科学基金(Y107637); 宁波市自然科学基金(2007A610062); 浙江省教育厅项目(20070961)
摘    要:基于Blot波动理论,研究了交通荷载作用下有限层厚软土路基-无限大弹性薄板(模拟路面)的三维振动问题,采用简谐矩形运动荷载来模拟交通荷载.通过引入势函数和Helmholtz原理,并利用Fourier变换技术,得到了矩形运动荷载作用下软土路基的应力、位移和孔隙水压力解答.利用Fourier逆变换得到数值结果,分析了不同荷载速度对地表竖向位移及路基中任意深度方向孔隙水压力分布的影响.

关 键 词:交通荷载  路基  路面  振动

3D Ground Vibration Analysis on Pavement and Soft Subgrade under Traffic Load
LIU Gan-bin,ZHOU Ye,ZHENG Rong-yue.3D Ground Vibration Analysis on Pavement and Soft Subgrade under Traffic Load[J].Journal of Ningbo University(Natural Science and Engineering Edition),2008,21(3):380-385.
Authors:LIU Gan-bin  ZHOU Ye  ZHENG Rong-yue
Institution:LIU Gan-bin,ZHOU Ye,ZHENG Rong-yue(Faculty of Architectural,Civil Engineering , Environment,Ningbo University,Ningbo 315211,China)
Abstract:On the basis of Biot fluctuation theory,this paper analyzes the three dimensional(3D) vibrations for limited layer thick-soft subgrade-infinite elastic thin plate(simulated pavement) under moving traffic loads,and the traffic load is simulated using harmonic rectangular moving load.By incorporating the potential function and Helmholtz principium plus Fourier transform technique,the stress of soft subgrade is obtained under rectangular moving load,and so are the solutions to displacement and pressure from fu...
Keywords:traffic load  subgrade  pavement  vibration  
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