The permafrost engineering characteristic and the theoretical analysis method of single pile load transfer are systemic introduced and the compute method of single pile vertical bearing capacity is summarized in this thesis.
系统地介绍了多年冻土的工程特性、单桩荷载传递的理论分析方法,总结了目前单桩竖向承载力的计算方法。
参考来源 - 多年冻土地区钻孔灌注桩竖向承载力研究·2,447,543篇论文数据，部分数据来源于NoteExpress
On the basis of load transfer mechanism and destruction patterns of single pile, load transfer method and shearing deformation method for subsidence computing of single pile are mainly discussed.
在分析单桩的载荷传递机理、单桩的破坏模式的基础上，重点探讨了单桩沉降的载荷传递法和剪切变形法。
Both load transfer characteristic and settlement characteristic of single pile can be predicted using this method, through a case, have shown that the new method is rational.
本文方法既能计算单桩荷载传递又能预测单桩变形特性。算例结果表明：本方法有较高的计算精度。
Therefore, it is feasible to analyze the bearing capacity of a large diameter single pile by three parameters load transfer function model of pile body and pile top and numerical iteration method.
说明文章提出的方法对计算大直径单桩的荷载与沉降曲线具有较好的适用性，利用桩身和桩端的三参数荷载传递函数模型和迭代算法分析大直径单桩的承载性状是可行的。
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