包惠明, 赵学文. 2016: 护桩在强风化软岩CFG桩复合地基中的应用. 工程地质学报, 24(s1): 228-232. DOI: 10.13544/j.cnki.jeg.2016.s1.035
    引用本文: 包惠明, 赵学文. 2016: 护桩在强风化软岩CFG桩复合地基中的应用. 工程地质学报, 24(s1): 228-232. DOI: 10.13544/j.cnki.jeg.2016.s1.035
    BAO Huiming, ZHAO Xuewen. 2016: APPLICATION OF FENDER PILES IN THE CFG PILE COMPOSITE FOUNDATION IN STRONGLY WEATHERED SOFT ROCK. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 228-232. DOI: 10.13544/j.cnki.jeg.2016.s1.035
    Citation: BAO Huiming, ZHAO Xuewen. 2016: APPLICATION OF FENDER PILES IN THE CFG PILE COMPOSITE FOUNDATION IN STRONGLY WEATHERED SOFT ROCK. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 228-232. DOI: 10.13544/j.cnki.jeg.2016.s1.035

    护桩在强风化软岩CFG桩复合地基中的应用

    APPLICATION OF FENDER PILES IN THE CFG PILE COMPOSITE FOUNDATION IN STRONGLY WEATHERED SOFT ROCK

    • 摘要: 通过对CFG桩复合地基性能分析发现,CFG桩-筏复合地基在边桩外侧约一倍桩距的区域形成了一条塑性变形带,是导致复合地基的整体失稳的主要原因。在塑性变形带增加一排护桩,并对加桩前后复合地基的应力变化、地基沉降等特征进行对比分析,发现加桩后地基性能得到明显改变,在相同条件下,地基沉降量明显减少,地基稳定性明显提高。

       

      Abstract: Analysis of the performance of CFG pile composite foundation found that a plastic deformation zone surrounding the CFG pile composite foundation with an area of about one time piles distance was formed, and it is the main cause of instability of the whole composite foundation. Comparative analysis of characteristics as stress change, foundation settlement of the composite foundation before and after adding a row of fender piles in the plastic deformation zone, found that foundation performance get obvious change after pile enforcement. In the same conditions, the foundation settlement reduced significantly and the stability improved obviously.

       

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