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.
实例分析表明，由于桩侧负摩阻力的影响，单桩承载力大为降低。产生负摩阻力的土层，不宜采用端承型桩基。
The greatly reduced capacity of a single pile resulting from the negative friction leaves the end-bearing pile unsuitable in the backfilling soil.
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 te...
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