建筑物基础一般都是在地基中有一定深度的,而目前土中应力计算所常依据的布西奈斯克解却是假定荷载作用在地表面导出的,这与实际情况有很大的出入。本文以半无限体内受竖向集中力作用的明德林公式为根据,通过积分而首次完整地推导出竖向线荷载和条形均布荷载作用在地基内部时的土中应力分量的解析表达式,以便于工程设计人员在设计计算时使用。 Building foundations generally have a certain depth in the foundation. However, the current Buciniansk solution based on the calculation of the stress in the earth is based on the assumption that the load is derived from the ground surface. This is very different from the actual situation. In this paper, based on the Mindellin formula of the vertical concentrated force in the semi-infinite body, the analytical expression of the stress component in the soil when the vertical line load and the strip-shaped uniform load act on the ground is deduced for the first time by integration. For easy use by designers in the design calculations.