首页 | 本学科首页   官方微博 | 高级检索  
     检索      

加筋软土路基动力特性的影响因素研究
引用本文:李献民,;梁艳慧.加筋软土路基动力特性的影响因素研究[J].路基工程,2014,0(4):17-21.
作者姓名:李献民  ;梁艳慧
作者单位:1.河南省交通科学技术研究院有限公司, 郑州 450052
基金项目:基金项目:河南省省院科技合作项目(102106000040);河南省交;通运输厅科技计划项目(2010P225)
摘    要:基于土工格栅与软土地基的作用机理,建立了加筋软土接触面变形特性的模拟计算模型;借助有限元数值仿真计算方法分析研究了荷载形式、加筋层数、筋材位置、移动荷载等诸多因素对加筋软土路基力学性能、变形特性的影响。数值模拟计算结果表明:荷载作用形式对加筋软土路基表面位移的影响并不显著;然而即使在移动荷载作用下加筋层数、筋材位置依然能够显著改善软土路基的动力及变形特性。

关 键 词:加筋软土路基    动力特性    变形特性    影响因素    有限元分析
收稿时间:2019-11-12

Study on Factors Influencing Dynamic Characteristics of Reinforced Soft Subgrade
Institution:LI Xianmin, LIANG Yanhui (1. Henan Transportation Research Institute Co. , Ltd. , Zhengzhou 450052, China; 2. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China)
Abstract:Based on the action mechanism between geogrid and soft soil subgrade, the model that is for simulating calculation in relation to deformation characteristics of the contact surface thereof has been established. Through FEM numerical simulation, the effects of many factors, such as load form, geogrid layers and locations, and moving load, on the mechanical properties and deformation characteristics of the reinforced soft subgrade were analyzed. The results show that the effect of load form on the surface displacement of the subgrade is not significant; however, even under the action of moving load, the geogrid layers and location may affect the dynamic and deformation characteristics of the subgrade greatly.
Keywords:reinforced soft subgrade  dynamic characteristics  deformation characteristics  influencingfactors  FEM analysis
本文献已被 维普 等数据库收录!
点击此处可从《路基工程》浏览原始摘要信息
点击此处可从《路基工程》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号