张畅, 崔玲秋, 邰战稳. 2004: 复合载体夯扩桩在岩土工程勘察中的应用. 工程地质学报, 12(S1): 398-400.
    引用本文: 张畅, 崔玲秋, 邰战稳. 2004: 复合载体夯扩桩在岩土工程勘察中的应用. 工程地质学报, 12(S1): 398-400.
    ZHANG Chang, CUI Lingqiu, TAI Zhanwen. 2004: APPLICATION OF GEOTECHNICAL ENGINEERING INVESTIGATION BY RAM-COMPACTION PILES WITH COMPOSITE BEARING BASE. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 398-400.
    Citation: ZHANG Chang, CUI Lingqiu, TAI Zhanwen. 2004: APPLICATION OF GEOTECHNICAL ENGINEERING INVESTIGATION BY RAM-COMPACTION PILES WITH COMPOSITE BEARING BASE. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 398-400.

    复合载体夯扩桩在岩土工程勘察中的应用

    APPLICATION OF GEOTECHNICAL ENGINEERING INVESTIGATION BY RAM-COMPACTION PILES WITH COMPOSITE BEARING BASE

    • 摘要: 复合载体夯扩桩是一种新型桩型,本文从复合载体夯扩桩的含义、原理、计算方法、经济技术分析方面,结合工程实例,介绍复合载体夯扩桩的特点及优越性,它与同类桩相比,具有较高的竖向和水平承载力,并具有施工速度快,成桩质量好,沉降量小,且均匀,利于环保等优点。它比常规地基处理方法节省造价20~30%,是处理软弱地基比较经济、有效和可靠的方法。因此它在工业与民用建筑的桩基工程中得以推广应用。

       

      Abstract: Ram-compaction piles with composite bearing base is a new type of pile. The characteristic and advantage of Ram-compaction piles with composite bearing base are introduced in the paper from meaning, principle,calculating method, economical technology analysis with engineering example. It has more vertical and level bearing force than other piles. It also has speed construction, high quality, less settlement(and uniformity), advantaged environment. It reduce cost more 20~30% than base disposal and is economical and potential method in soil base. So, it get extensive applying in pile engineering of industrial and civil buildings.

       

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