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土方路基回弹弯沉检测标准确定方法研究

房建果1,3,刘树堂2,毛洪录2   

  1. . 同济大学交通运输工程学院,上海200092;2. 山东大学土建与水利学院,山东济南250061;3. 山东省交通厅公路局,山东济南250002
  • 收稿日期:2005-12-09 修回日期:1900-01-01 出版日期:2006-08-24 发布日期:2006-08-24
  • 通讯作者: 房建果

Research on method of determining elastic deformation

FANG Jianguo1,3,LIU Shutang2,MAO Honglu2   

  1. 1. Transportation College,Tongji University,Shanghai 200092,China;2. School of Civil Engingeering,Shandong University,Jinan 250061,China;3. Highway Bureau of Transportation Department in Shandong Province,Jinan 250002,China
  • Received:2005-12-09 Revised:1900-01-01 Online:2006-08-24 Published:2006-08-24
  • Contact: FANG Jianguo

摘要: 结合工程实例,详细论述了土方路基回弹弯沉检测标准的确定方法.指出,用回归分析建立回归方程确定弯沉检测标准时,应就同样的实测数据,同时建立具有足够保证率的以回弹模量E0为自变量、回弹弯沉l0为因变量和以l0为自变量、E0为因变量的两个回归方程;至于选用哪种形式的回归方程,应根据两方程对应曲线交点坐标与设计回弹模量大小关系而定.如果设计回弹模量E0小于交点纵坐标Ep,则采用以l0为自变量、E0为因变量的回归方程;反之,则采用另一个.

关键词: 土方路基, 回弹弯沉, 检测标准

Abstract: Using an engineering example, this paper discusses the method of determining elastic deformation criterion for earth roadbed in detail. It points out that when regression equations need to be established by regression analysis to determine the elastic deformation criterion, two kinds of regression equations which have high reliabilities should be set up by the same measured datas. The independent variable and the dependent variable of one regression equation are respectively the elastic modulus E0 and the elastic deformation l0, but another one's independent variable and dependent variable are l0 and E0 respectively. Which regression equation should be used depends on the relationship between the designed E0 of subgrade and the intersection point P of two curves which are respectively corresponding to the two regression equations stated above. If the designed E0 is less than Ep, the regression equation whose independent variable is l0 should be used, otherwise the other one should be utilized.

Key words: elastic deformation, checking criterion , earth roadbed

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