张畅. 2004: 用等变形准则确定单柱单桩基础承载力. 工程地质学报, 12(S1): 443-445.
    引用本文: 张畅. 2004: 用等变形准则确定单柱单桩基础承载力. 工程地质学报, 12(S1): 443-445.
    ZHANG Chang. 2004: USE EQUAL DEFORMATION CRITERIA DEFINE SINGLE PILE OF SINGLE COLUMN FOUNDATION BEARING CAPACITY. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 443-445.
    Citation: ZHANG Chang. 2004: USE EQUAL DEFORMATION CRITERIA DEFINE SINGLE PILE OF SINGLE COLUMN FOUNDATION BEARING CAPACITY. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 443-445.

    用等变形准则确定单柱单桩基础承载力

    USE EQUAL DEFORMATION CRITERIA DEFINE SINGLE PILE OF SINGLE COLUMN FOUNDATION BEARING CAPACITY

    • 摘要: 近年来随着郑州市高层建筑的不断发展,大直径钻孔灌注桩基础得到越来越多的应用,尤其是一柱一桩的大直径钻孔灌注桩,这种大直径钻孔灌注桩的承载力如何取值,虽然建筑桩基技术规范有所规定,但还存在一些值得讨论的问题,本文结合一些实测的资料与工程实例谈谈大直径钻孔灌注桩竖向承载力的取值方法—等变形准则。

       

      Abstract: This year by developing of high building in zheng zhou,Get more and more applying of big diameter boring pile, especially one column of one pile of big diameter boring pile, what define of this big diameter boring pile, though technical code for pile of building have some define,but yet exit some value discussing question, this text discussing big diameter boring pile bearing power's define way,according to practical and engineering example- equal deform criterion.

       

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