本文用计算饱和粘性土地基固结沉降量的归一化曲线法进行大量电算,探讨在总荷载和载荷面积保持不变的情况下,地基沉降量随载荷面形状和基础埋深变化的规律,并提出根据这些规律性来调整多层住宅建筑基础沉降量的建议,使基础设计更臻合理。最后用一个砂井堆载预压试验的观测成果进一步验证了所采用的计算方法的可靠性。 In this paper, a large number of calculations are performed using the normalized curve method for calculating the settlement of saturated clays, and the variation of ground settlements with the shape of load surface and the depth of foundation under the condition that the total load and load area remain unchanged are discussed. , and proposed to adjust the settlement of the foundation of multi-storey residential buildings based on these regularities, so that the basic design is more reasonable. Finally, the observation results of a sand well surcharge preloading test have further verified the reliability of the calculation method used.