上海交通大学学报

上海交通大学学报（自然版）

• 建筑科学 • 上一篇    下一篇

公路隧道水泥混凝土路面设计方法

石春香1，杨群2，郭忠印2   

  1. (1.上海应用技术学院 土木建筑与安全工程学院， 上海 200235；
    2.同济大学 交通运输工程学院， 上海 200092)
  • 收稿日期:2007-09-28 修回日期:1900-01-01 出版日期:2008-11-28 发布日期:2008-11-28
  • 通讯作者: 石春香

Design Method on Cement Concrete Pavement in Highway Tunnel

SHI Chun-xiang1，YANG Qun2，GUO Zhong-yin2   

  1. (1. School of Construction and Safety Engineering,
    Shanghai Institute of Technology, Shanghai 200235, China;
    2. School of Traffic and Transportation Engineering, Tongji University, Shanghai 200092, China)
  • Received:2007-09-28 Revised:1900-01-01 Online:2008-11-28 Published:2008-11-28
  • Contact: SHI Chun-xiang

摘要： 针对公路隧道水泥混凝土路面结构，建立了水泥混凝土路面结构的三维有限元分析模型.在考虑各种计算参数下采用了多元非线性回归方法，得出板纵向边缘中部底面拉应力和板角顶面拉应力的计算公式，并根据容许疲劳拉应力为设计指标提出公路隧道水泥混凝土路面设计方法，推导出水泥混凝土板厚计算公式.通过一个工程实例验证了该方法的有效性，为公路隧道水泥混凝土路面结构设计提供了理论依据.

关键词: 公路隧道, 水泥混凝土路面, 有限元模型, 板角脱空, 设计指标

Abstract: A threedimensional finite model of concrete pavement was established to suit for the concrete pavement in highway tunnel. A nonlinear regression method was used when considering the effect of structural factors. The calculating formula of the tensile stress on the bottom of the slab and the tensile stress on the slab surface was presented. Based on the admitted fatigue tensile stress as design index, the design mehtod of the concrete pavement in highway tunnel was concluded, and the calculating formula of slab thickness was also put foword. An engineering example was used to validate the method. It provides a theory base for the pavement design of the concrete pavement in highway tunnel.

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