何淑军, 吴树仁. 2007: 浅谈膨胀土路基中对膨胀问题的处理. 工程地质学报, 15(S1): 558-561.
    引用本文: 何淑军, 吴树仁. 2007: 浅谈膨胀土路基中对膨胀问题的处理. 工程地质学报, 15(S1): 558-561.
    HE Shujun, WU Shuren. 2007: DISCUSSED ON THE TREATMENT TO THE EXPANSIBILITY AND CONTRACTIBILITY OF EXPANSIVE SOILS ROADBED. JOURNAL OF ENGINEERING GEOLOGY, 15(S1): 558-561.
    Citation: HE Shujun, WU Shuren. 2007: DISCUSSED ON THE TREATMENT TO THE EXPANSIBILITY AND CONTRACTIBILITY OF EXPANSIVE SOILS ROADBED. JOURNAL OF ENGINEERING GEOLOGY, 15(S1): 558-561.

    浅谈膨胀土路基中对膨胀问题的处理

    DISCUSSED ON THE TREATMENT TO THE EXPANSIBILITY AND CONTRACTIBILITY OF EXPANSIVE SOILS ROADBED

    • 摘要: 本文论述了膨胀土的物理及力学性质,并进行了相应的土工试验,得出了膨胀土产生胀缩的主要内部因素及外部条件,并从改善膨胀土本身物理力学性质的地基处理方案到施工处理方案两方面着手,解决膨胀土路基胀缩对公路产生的危害。实践证明,这些措施的应用是比较成功的。

       

      Abstract: The physical and mechanical properties of expansive soils were discussed in this paper. Relevant geotechnical experimentswere performed and the principal internal factors and external conditions, which determine the expansibility and contractibility of expansive soils, were obtained. In order to improve the self physical and mechanical properties of expansive soils, several disposal programs, in the two facets of ground treatment and engineering construction respectively, were adopted to solve the hazard to the highway resulted from the expansibility and contractibility of expansive soils roadbed. According to the application in the engineering, it is proved that these measurements were effective.

       

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