原文作者邹思懋先生建议用含水量法确定饱和软粘土地基的抗剪强度,这一建议对于我们深入了解有效应力法是有意义的。现提出下列意见与邹先生和读者们商榷: 一、为了便于说明问题,我们只局限于讨论轴对称应力条件。仍以原文图2中的e点表示建筑物下地基中某点在某一时刻的实有有效应力状态,该 The author of the original article, Zou Sijun, proposed to use the water content method to determine the shear strength of saturated soft clay ground. This suggestion is of significance for us to understand the effective stress method. The following comments are proposed to discuss with Mr. Zou and readers: First, to facilitate the description of the problem, we are limited to the discussion of axisymmetric stress conditions. The actual stress state of a certain point in the ground under the building at a certain moment is still represented by the point e in the original figure 2.