山东大学学报(工学版) ›› 2016, Vol. 46 ›› Issue (5): 88-94.doi: 10.6040/j.issn.1672-3961.0.2016.153
李连祥1,2,李先军1,2
LI Lianxiang1,2, LI Xianjun1,2
摘要: 通过有限元模拟现场试验并以此设计34组对比模型,全面深入研究支盘桩承载性状,揭示内部工作机理。以相同扩径体数量的纵向对比,总结出侧阻力主要在前期发挥作用,端阻力主要在后期发挥作用,扩径体位置越深,支盘桩后期承载力越高,沉降曲线越缓;以不同扩径体数量的横向对比,发现承载力提高效率和扩径端阻力发挥效率的变化规律:扩径体数量设置过多,会使桩基承载力提高效率降低,扩径端阻力也不能正常发挥。为使经济性达到最优,建议最佳扩径体数量为2~3个,为工程设计提供参考。
中图分类号:
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