群桩作用机理的数值试验研究

NUMERICAL EXPERIMENT OF THE COMPOUND PILE FOUNDATION

  • 摘要: 在分析桩土支撑体系及其相互作用关系的基础上,利用有限元分析软件ANSYS建立了群桩体系计算模型. 通过对均质土体例题计算结果分析,可以看出利用该建模方法与传统解答有很好的一致性. 根据辽宁工程技术大学实验馆场地土实测资料,利用该建模方法,求解出了承台与桩的荷载分担比,对安全、经济地进行群桩基础设计具有重要指导作用和应用价值.

     

    Abstract: On the basis of the interactionof pile and soil, the software ANSYS wasused to build the computational module for pile-group foundation.The computational results in uniform soil agree very well with traditional results. With foundation soil's measurement data of Liaoning Technical University'sexperiment building, the ratio of pile and loading board wasobtained.

     

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