江强, 朱建明, 张忠苗, 宣嘉伦. 2004: 劲芯水泥土复合桩的作用机理及使用效果分析. 工程地质学报, 12(S1): 386-390.
    引用本文: 江强, 朱建明, 张忠苗, 宣嘉伦. 2004: 劲芯水泥土复合桩的作用机理及使用效果分析. 工程地质学报, 12(S1): 386-390.
    JIANG Qiang, ZHU Jianming, ZHANG Zhongmiao, XUAN Jialun. 2004: ANALYSIS OF ACTION MECHANISM AND EFFECT OF USE OF STIFFENING CORE SOIL-CEMENT COMPOSITE PILE IN THE ENGINEERING. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 386-390.
    Citation: JIANG Qiang, ZHU Jianming, ZHANG Zhongmiao, XUAN Jialun. 2004: ANALYSIS OF ACTION MECHANISM AND EFFECT OF USE OF STIFFENING CORE SOIL-CEMENT COMPOSITE PILE IN THE ENGINEERING. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 386-390.

    劲芯水泥土复合桩的作用机理及使用效果分析

    ANALYSIS OF ACTION MECHANISM AND EFFECT OF USE OF STIFFENING CORE SOIL-CEMENT COMPOSITE PILE IN THE ENGINEERING

    • 摘要: 劲芯水泥土复合桩是一种新型的地基处理和基坑支护复合桩。本文对该新型桩的构造和作用机理作了较深入的研究,并通过对几个典型工程的使用效果分析证明该桩在软土地区的多层和小高层建筑中具有广阔的使用前景。

       

      Abstract: Stiffening core soil-cement composite pile is a new type of composite pile that applies in foundation treatment and foundation pit bracing. This paper take profound research about conformation and action mechanism of the new type of pile. And the effect of application in some representative projects proved that it took on lots of use future for multilayer and little high-layer builds in soft ground.

       

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