First, the study for vertical load bearing behavior under the pile foundation is done by the numerical method.
首先采用数值计算的方法对竖向荷载作用下桩基础承载性状进行了研究。
参考来源 - 变径灌注桩的特点及与普通灌注桩性能对比分析·2,447,543篇论文数据，部分数据来源于NoteExpress
In this article, the bearing capacity behavior and load transfer mechanism of super long bored pile in Wenzhou soft clay are discussed, on the basis of the static loading test and axial force test.
通过温州软土地基中超长钻孔灌注桩静载荷试验和桩身轴力的测试，探讨了软土地基中超长钻孔灌注桩的承载力性状和荷载传递机理。
Based on the load tests of 8 large diameter belled piers and 2 friction piles, the vertical bearing behavior of the belled pier in non-collapsing loess-like soil is studied.
根据同一试验场地厚层非湿陷性黄土状土中8根大直径扩底墩、2根等直径桩的竖向承载力静载试验，对扩底墩的竖向承载性状进行了研究。
The test results are converted to load-settlement curves of conventional testing method and the bearing behavior and load transfer characteristics are analyzed.
根据试验数据向传统静载试桩结果进行转化和对比，并对桩的承载性能与荷载传递特点进行了分析。
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