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。
Bearing mechanism, loading transfer behavior and results of FEM simulation of squeezed branch pile are analyzed systematically in this paper based on results of static loading test.
根据单桩静载荷试验的结果，全面系统地分析了挤扩支盘桩的承载机理、荷载传递性状和FEM模拟结果。
According to the static loading test and the axial force test, the bearing capacity and load transfer mechanism of the over-length pile in the littoral soft clay are discussed.
通过沿海某大型火电厂主厂房地基中超长钻孔灌注桩静载试验和桩身轴力测试，探讨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。
The bearing force character, failure behavior and loading transfer law of squeezed branch pile are studied in this paper based on static load test results.
文章基于静载试验结果，研究和探讨了支盘桩的受力特性和破坏性状。
According to the data of static loading test for single cement soil pile, the time effect on bearing capacity of single cement soil pile is analysed in the saturated soil.
通过某工程的粉喷桩单桩载荷试验资料，分析了在饱和土层中，粉喷桩复合地基单桩承载力的时间效应问题，且地下水对其也具有较大的影响。
According to the data of static loading test for single cement soil pile, the time effect on bearing capacity of single cement soil pile is analysed in the saturated soil.
通过某工程的粉喷桩单桩载荷试验资料，分析了在饱和土层中，粉喷桩复合地基单桩承载力的时间效应问题，且地下水对其也具有较大的影响。
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