本文将纽马克(Newmark)等人的二张圆形感应图(应力感应图与变形感应图)改为一张方形感应图,用应力感应值表来计算地基不同深度的附加应力,用变形感应值表来计算均质和非均质地基的沉降。 文中还讨论了相邻基础或荷载在水平方向需考虑的影响范围及压缩层厚度的核算方法。 In this paper, Newmark et al.’s two circular induction maps (stress-sensitive and deformation-induced) are changed to a square induction map, and stress-sensitive tables are used to calculate the additional stress at different depths of the foundation. Value tables to calculate the settlement of homogeneous and non-homogeneous foundations. The paper also discusses the calculation methods for the influence range and compressive layer thickness of the adjacent foundations or loads in the horizontal direction.