崔玲秋, 邰战稳, 张畅. 2004: 爆扩灰土挤密桩在湿陷性黄土地基中的应用分析. 工程地质学报, 12(S1): 349-351.
    引用本文: 崔玲秋, 邰战稳, 张畅. 2004: 爆扩灰土挤密桩在湿陷性黄土地基中的应用分析. 工程地质学报, 12(S1): 349-351.
    CUI Lingqiu, TAI Zhanwen, ZHANG Chang. 2004: THE ANALYZING OF EXPLOSIVE-ENLARGED LIME-SOIL COMPACTION PILE APPLIED IN THE GROUND OF SUBSIDENCE LOESS. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 349-351.
    Citation: CUI Lingqiu, TAI Zhanwen, ZHANG Chang. 2004: THE ANALYZING OF EXPLOSIVE-ENLARGED LIME-SOIL COMPACTION PILE APPLIED IN THE GROUND OF SUBSIDENCE LOESS. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 349-351.

    爆扩灰土挤密桩在湿陷性黄土地基中的应用分析

    THE ANALYZING OF EXPLOSIVE-ENLARGED LIME-SOIL COMPACTION PILE APPLIED IN THE GROUND OF SUBSIDENCE LOESS

    • 摘要: 某电厂Ⅱ期扩建厂房,需处理地基湿陷性黄土,采用爆扩灰土挤密桩处理,不但消除了地基湿陷性,提高了地基承载力,而且施工振动并没影响老厂房和机组的安全生产状态,还节省施工经费和时间。具经济实时优势。

       

      Abstract: The plant extension encounters the ground of subsidence loess in the 2nd project of a power plant. The explosive-enlarged lime-soil compaction pile is applied to improve the ground. As a result, subsidence of the ground is eliminated and bearing capacity rises rapidly. Furthermore, the previous plants and equipments are not influenced by the construction, which reduces money and time.

       

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