对不同提升速度条件下，桩芯抗压试验结果和复合地基静载试验结果进行了对比分析。
The results of prototype tests and compression test under different test parameters show that the JC-1 method is the one with high bearing capacity of groundsill and high speed of construction.
本室内静载试验模型虽然不能完全模拟现场水泥土搅拌桩的工作状态，但从定性上分析水泥土搅拌桩复合地基的工作机理是可行的。
Although the indoors experiment model can't imitate the state of destroying in testing ground completely, it is feasible in qualitative analysis of the working mechanism of cement-soil mixing piles.
同时指出了根据单桩静载试验结果计算组合型复合地基承载力时应注意的问题。
Some problems should be paid attention to when the bearing capacity of the combined composite foundation is calculated from the loading test results of single pile.
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