The analysis shows that the variation of the formed mode before and after the excavation of roads, the plastic deformation due to too large backfill subgrade, the sliding, shear failure of th...

 
  • 分析表明,道路開(kāi)挖前后受力模式的變化、回填土路基過(guò)大的塑性變形及開(kāi)挖界面的滑動(dòng)剪切破壞是造成修復區路面損壞的主要原因。
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