土-水泥土柱中带翼钢管桩原位荷载试验及承载力特性研究

T. Tamai, D. Itou, Eijirou Mizoguchi
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引用次数: 3

摘要

日本和越南开发的土水泥土中安装带翼钢管桩是由带翼钢管在土水泥土中安装地基改善柱,螺旋翼间歇性附着在轴上构成的复合地基桩。该复合桩竖向和水平承载力大,是一种考虑富余土少的环境,采用小直径钢管的基础桩施工方法。本文通过对土-水泥浆柱内钢管桩带翼的全尺寸加载试验,对复合桩的承载力进行了研究。重点讨论了土水柱与带翼钢管的组合对承载力性能的影响。在加载试验结果的基础上进行了三维弹塑性有限元分析,以了解该复合桩的力学特性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on the in-situ pile loading test and bearing capacity characteristics of steel pipe piles with wings installed in soil cement column
The steel pipe piles with wings installed in soil cement developed in Japan and Vietnam are composite foundation piles made of steel pipes with wings with foundation improvement pillars in soil cement and spiral wings attached to the shaft intermittently. This composite pile has large vertical and horizontal bearing capacities and is a construction method of foundation piles with consideration of environments with little surplus soil, using steel pipes with small diameters. In this study, several full scale loading tests on steel pipe pile with wings installed in soil cement column are presented, and bearing capacity of the composite pile is studied. Especially, combination effect of soil cement column and steel pipe with wings on bearing capacity performance are discussed. Threedimensional elasto-plastic finite element analysis based on the results of loading tests to help understand this composite pile’s mechanical characteristics is also performed.
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