米素婷, 杨攀新, 吕晓健, 高战武. 2008: 陆域码头填土地基强夯加固试验研究. 工程地质学报, 16(S1): 230-233.
    引用本文: 米素婷, 杨攀新, 吕晓健, 高战武. 2008: 陆域码头填土地基强夯加固试验研究. 工程地质学报, 16(S1): 230-233.
    MI Suting, YANG Panxin, LV Xiaojian, Gao Zhanwu. 2008: TESTING ON THE DYNAMIC COMPACTNESS TO FILL FOUNDATION IN LAND AREA DOCK. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 230-233.
    Citation: MI Suting, YANG Panxin, LV Xiaojian, Gao Zhanwu. 2008: TESTING ON THE DYNAMIC COMPACTNESS TO FILL FOUNDATION IN LAND AREA DOCK. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 230-233.

    陆域码头填土地基强夯加固试验研究

    TESTING ON THE DYNAMIC COMPACTNESS TO FILL FOUNDATION IN LAND AREA DOCK

    • 摘要: 沿海陆域大面积的开发利用,使得对陆域填土地基的加固处理的研究有着重要的现实意义。根据工程实际情况,确定了强夯试验施工参数和工序。开展强夯试验研究,确定了合理的施工参数、平均夯沉预控,同时可连续施工。通过强夯前后地基土体物理力学指标、标准贯入试验、载荷试验的对比研究,强夯加固处理能够满足设计要求,处理方法可行有效。试验研究为大面积施工参数和检测验收,提供了重要的控制参数和科学的依据。

       

      Abstract: It is very significant for engineering guide to study on the dynamic compactness to fill foundation in land area. Based on the fact, the parameter and process of dynamic compaction test are defined. The reasonable working technique and working parameter are obtained from the test. The result of stabilization is well acquired according to indices of physical and mechanical properties of soil, SPT, load-settlement testing. The important parameter and scientific basis are provided by study on the testing.

       

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