本文根据上海及东南沿海软土地区的静力触探资料与118根钢筋混凝土打入桩静荷载试验对的比分析,提出了利用静力触探估算单桩极限承载力的经验公式。并对上述桩的估算结果进行了分析和评价。 In this paper, based on the analysis of the static helicity data of soft soil area in Shanghai and southeastern coastal areas and static load test of 118 steel reinforced concrete driven piles, an empirical formula for estimating the ultimate bearing capacity of a single pile using static probing method is proposed. The above piles were analyzed and evaluated.