在对金东纸业有限公司涂布机车间桩基工程桩位进行全面量测的基础上， 对几条典型轴线的桩体隆起进行了统计描述， 得出了６ 组桩频数———桩体隆起位移曲线． 曲线大致呈正态分布形状： 桩位越密， 轴线间距越小， 隆起量越大， 曲线展布越宽． 经分析认为周围桩体的挤土效应和自身沉桩的挤土作用是桩体隆起的两个主要因素． 最后对类似的工程施工提出了一些建议性的措施 Based on the comprehensive measurement of the pile foundation of Jindong Paper Co., Ltd. in the coating machine shop, several typical axis pile uplifts were statistically described, and the frequency of 6 piles—pile Uplift displacement curve. The curves are generally in the shape of a normal distribution: the denser the pile, the smaller the distance between the axes, the larger the amount of bulge, the wider the curve spread. The analysis shows that the squeezing effect of the surrounding pile and the squeezing effect of the self-sinking pile are the two main factors of the pile uplift. Finally, some suggested measures were put forward for similar project construction.