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贾宁, 陈仁朋, 陈云敏, 徐立新, 杨少华. 杭甬高速公路拓宽工程理论分析及监测[J]. 岩土工程学报, 2004, 26(6): 755-760.
引用本文: 贾宁, 陈仁朋, 陈云敏, 徐立新, 杨少华. 杭甬高速公路拓宽工程理论分析及监测[J]. 岩土工程学报, 2004, 26(6): 755-760.
JIA Ning, CHEN Renpeng, CHEN Yunmin, XU Lixin, YANG Shaohua. Theoretical analysis and measurement for widening project of Hang-Yong Expressway[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(6): 755-760.
Citation: JIA Ning, CHEN Renpeng, CHEN Yunmin, XU Lixin, YANG Shaohua. Theoretical analysis and measurement for widening project of Hang-Yong Expressway[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(6): 755-760.

杭甬高速公路拓宽工程理论分析及监测

Theoretical analysis and measurement for widening project of Hang-Yong Expressway

  • 摘要: 软土地基上高速公路的拓宽建设是高速公路工程中的重要课题。本文以杭甬高速公路拓宽为背景,分析了拓宽路堤附加应力对老路堤的影响,基于摩尔–库仑模型,研究了老路堤和拓宽路堤的沉降变形规律,并与实测结果作了对比。拓宽路堤作用下,新老路堤将产生不均匀沉降,路面产生拉应力。拓宽路堤路面铺设时间应以新老路堤工后差异沉降大小为控制标准。

     

    Abstract: To widen the expressway built on soft soil is an important subject in expressway construction engineering. Taking the widening project of Hang-Yong Expressway as background, the influence of additional stress in the foundation generated by the new embankment is analyzed. Based on Mohr-Coulomb model, regularity of settlement and deformation of old and new embankments are analyzed and compared with the measured data. Tension occurs in pavement due to the non-uniform settlement of the new and old embankments. Time for pavement can be determined by post construction differential settlement.

     

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