路基膨胀土特性及其对路面破坏的影响分析

    Characteristics of Roadbed Swelled Ground and Their Influence on Pavement Destruction

    • 摘要: 针对广西平百公路田阳县境内K1516~K1531路段路面破坏特别严重的现象,在该路段8处路面损坏程度不同的位置取路基土进行试验,找出了该路段路基土绝大部分为膨胀土,以及不同类别膨胀土的变形规律.在此基础上,用计算示例分析说明:在相同的材料和施工条件下,该路段路面之所以破坏严重,是由于路基内膨胀土受外界气候影响产生不均匀的反复胀缩变形引起的;且一般是路基内膨胀土的胀缩性越强,与其对应的路面损坏就越严重.文章的分析结果为该路段路面的改造治理提供了理论基础.

       

      Abstract: The pavement of K1516-K1531 section of pingbai highway in Tianyang county of Guangxi province was destructed very much. At eight locations of different destruction of this section of highway the examples of roadbed earth was taken for experiment. The results show that most parts of the roadbed earth is swelled ground. After finding out the deformation law of different kinds of swelled earth, computer was adopted to exemplify and analyze what caused so serious destruction of the pavement. The conclusion is that the swelled ground in roadbed, affected by the outside climate, produces inhomogeneous repeated expansion and contraction deformation, which resulting in the serious pavement destruction. The stronger the expansion and contraction of swelled ground in roadbed- the more serious the destruction of the corresponding pavement. This research provides the theoretical basis for the pavement transformation of this section of highway.

       

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