论文部分内容阅读
王成华同志的“对‘用土的现场原始压缩曲线计算土的变形模量’的讨论”(以下简称“讨论”)就原文方法实质及应用中的若干问题两方面进行了讨论,笔者谨向王成华同志致谢,现就这两方面问题答复如下。以下将土的现场原始压缩曲线一概简称为e-lgp曲线;并且和“讨论”一样,在方法实质方面只考虑正常固结土,不计基坑开挖作用。
Comrade Wang Chenghua’s “Discussions on the calculation of the deformation modulus of soil using the site’s original compression curve for soil” (hereinafter referred to as “discussion”) discusses the essence of the original method and several problems in its application. The author wishes to discuss Comrade Cheng Hua thanked them and now reply to these two questions as follows. In the following, the on-site original compression curve of a soil is simply referred to as an e-lgp curve; and as with the “discussion”, only the normal consolidated soil is considered in the actual method aspect, and the excavation of the foundation pit is not included.