文章摘要
肖世国,周德培.边坡开挖应力场的近似解析解[J].水利学报,2005,36(1):0016-0021
边坡开挖应力场的近似解析解
Approximate analytical solution for stress field of cutting slopes
  
DOI:
中文关键词: 边坡  应力场  弹性理论  楔形体
英文关键词: slope  stress field  elastic theory  wedge body
基金项目:
作者单位
肖世国 同济大学 土木工程学院上海 200092 
周德培 西南交通大学 土木工程学院四川 成都 610031 
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中文摘要:
      分析了楔形体与开挖坡体模型之间的关系,阐明可以用平面应变条件下的楔形体理论分析开挖坡体的应力场,给出了确定边坡开挖应力场的弹性理论近似解析方法,指出在计算坡体每一步开挖后的应力场的过程中,主要需通过分析上一步开挖后的坡体应力场、本步开挖卸荷量来实现,由此在坡体自上而下分步开挖过程中每一步开挖施工完成之后相应的应力场都可以计算出来。最后以具体算例较为详细地说明了解析计算过程。
英文摘要:
      The relationship between wedge body and the model of cutting slope is analyzed to expound the possibility of applying wedge body theory to analyze the stress field of cutting slope according to the elastic plane-strain theory. On this basis, the analytical method for calculating stress field of homogeneous and elastic slope by means of elastic theory is proposed. The calculation of stress field for each step of cutting is realized by analyzing the stress field for previous step of cutting and calculating the off-load amount due to current step of cutting. By using this method the corresponding stress field for each step of cutting can be calculated. An example is given for demonstration.
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