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路桥过渡段复合地基差异沉降优化设计研究 被引量:3

Research on Inconsistent Settlement Optimization of Embankment-Bridge Transitional Belt
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摘要 以某高速公路为工程背景,运用Plaxis有限元程序对路桥过渡段地基沉降特性给予分析,并提出相应处理措施验证了其合理性,这对已建高速公路运营期的维护工作具有一定指导意义,同时,对待建高速公路的设计和施工过程质量控制也具有很好的参考价值。 This thesis chosed Hang-Pu Highway for project background,and used the plaxis finite element program to analyze the settlement characteristic of embankment-bridge transitional belt,and put forward some treatment measures and furthermore verified their reasonableness.The research achievements on embankment-bridge transitional belt not only have certain guiding significance for the maintenance work of the highway during its operation period,but also they will possess very good reference value to the scheduling highways' design and quality control during their construction.
作者 刘秀丽
出处 《盐城工学院学报(自然科学版)》 CAS 2010年第2期66-69,共4页 Journal of Yancheng Institute of Technology:Natural Science Edition
关键词 过渡段 差异沉降 桥头跳车 有限元 transitional belt inconsistent settlement vehicle jumping at the end of bridge finite element
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  • 1JTJ017-96.公路软土地基路堤设计与施工技术规范[S].[S].,..
  • 2李大心.探地雷达方法及其应用[M].北京:地质出版社,1994..

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