周宗勇, 叶为民. 2008: 强夯置换墩地基处理试验研究. 工程地质学报, 16(S1): 350-353.
    引用本文: 周宗勇, 叶为民. 2008: 强夯置换墩地基处理试验研究. 工程地质学报, 16(S1): 350-353.
    ZHOU Zongyong, YE Weimin. 2008: STUDY ON GROUND TREATMENT USING DYNAMIC COMPACTION PILES. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 350-353.
    Citation: ZHOU Zongyong, YE Weimin. 2008: STUDY ON GROUND TREATMENT USING DYNAMIC COMPACTION PILES. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 350-353.

    强夯置换墩地基处理试验研究

    STUDY ON GROUND TREATMENT USING DYNAMIC COMPACTION PILES

    • 摘要: 强夯置换法进行地基处理具有施工简单、节省三材、速度快和经济效益明显等优势。本文结合具体工程,分析研究了强夯置换墩试验设计、施工及检测方法。结果表明,强夯置换墩施工方法对墩下土体起到很好的挤密加固作用,能有效地提高墩下土体的承载能力和抵抗变形能力。

       

      Abstract: Dynamic compaction replacement technique shows great advantages on processing, saving of construction materials and construction time, as well as cost. With a real testing project, the design, construction as well as testing techniques are discussed in this paper. Results show that, soils around and below dynamic compaction piles can be significantly compacted, and the bearing capacity of subsoil can be greatly improved.

       

    /

    返回文章
    返回