按惯例基础工程师在考虑相邻基础的影响时,倾向于将基础荷载按点荷载来计算。这些工程师认为按布辛纳斯克(Boussinesq)公式计算时,会得出保守的结果。本文的推论表明,这种假设是没有根据的。均布压力对相邻基础的影响结果比按照作用在基础中心集中荷载考虑的结果要高25％以上。推导中将方形基础变换成能适应极坐标的形状。这种变换简化了基底匀布压力对相邻基础效应的积分。导出了积分参数和积分上下限应用于实例中。 By convention, the basic engineer tends to calculate the basic load as a point load when considering the influence of adjacent foundations. These engineers believe that when calculated according to the Boussinesq formula, conservative results will be obtained. The corollary of this paper shows that this assumption is unfounded. The effect of uniform pressure on adjacent foundations is more than 25% higher than the result of considering loads acting at the center of the center. The derivation transforms square bases into shapes that can accommodate polar coordinates. This transformation simplifies the integration of the basal uniform pressure on the neighboring base effects. The integral parameters and the integral upper and lower limits were derived and used in the examples.