The results show that the post-subsidence of the roadbed can not meet the requirement of design and need to be changed, while the embankment is stable.

 
  • 计算结果表明,软土路基工后沉降不能满足设计要求,必须对其进行处理,而填土路堤稳定性分析结果说明该段路堤是稳定的。
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