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对桩底压浆灌注桩在各种地质条件下的工作机理进行了分析,利用静载试桩结果,统计出单桩承载力压浆较未压浆其承载力提高的范围,给出了该桩承载力计算建议公式.
The working mechanism of grouting piles at the bottom of piles under various geological conditions was analyzed. Using the results of static loading test piles, the bearing capacity of a single pile was quantified in terms of the bearing capacity of the grouting. Pile bearing capacity calculation formula.