施斌, 唐朝生, 蔡奕, 王宝军. 2006: 聚丙烯纤维加筋土工程性质分析. 工程地质学报, 14(S1): 320-325.
    引用本文: 施斌, 唐朝生, 蔡奕, 王宝军. 2006: 聚丙烯纤维加筋土工程性质分析. 工程地质学报, 14(S1): 320-325.
    SHI Bin, TANG Chaosheng, CAI Yi, WANG Baojun. 2006: ANALYSIS OF ENGINEERING PROPERTIES OF POLYPROPYLENE FIBER REINFORCED SOIL. JOURNAL OF ENGINEERING GEOLOGY, 14(S1): 320-325.
    Citation: SHI Bin, TANG Chaosheng, CAI Yi, WANG Baojun. 2006: ANALYSIS OF ENGINEERING PROPERTIES OF POLYPROPYLENE FIBER REINFORCED SOIL. JOURNAL OF ENGINEERING GEOLOGY, 14(S1): 320-325.

    聚丙烯纤维加筋土工程性质分析

    ANALYSIS OF ENGINEERING PROPERTIES OF POLYPROPYLENE FIBER REINFORCED SOIL

    • 摘要: 在试验的基础上,对聚丙烯纤维加筋素土、加筋石灰土和加筋水泥土的工程性质进行了简要的分析,对聚丙烯纤维加筋土的强度性质的形成机理作了剖析。研究表明,聚丙烯纤维加筋方法能有效地提高土体的强度和稳定性,改善土体的破坏形式,具有广阔的应用前景。

       

      Abstract: Based on a mass of experiments, a brief analysis is carried out to investigate the engineering properties of polypropylene fiber reinforced raw soil, reinforced lime soil and reinforced cement soil. The strength behavior and mechanism of polypropylene fiber reinforced soil are illustrated. It is found that the polypropylene fiber reinforcement effectively can enhance the strength and stability of soil, and makes the soil brittle failure into ductile one. Therefore, the polypropylene fiber as a better material of reinforced earth has very wide applications in the geotechnical field.

       

    /

    返回文章
    返回