摘要
通过对规范中基础沉降计算的讨论,并以一工程实例,对基础设计时常用的计算软件JCCAD中是否考虑回弹再压缩的两种计算结果进行了对比,从而指出基础设计中常用方法存在的一些问题,并提出了相应的看法和建议。
According to the caculation of the deformation of foundation settlement, the comparison results illustrate the difference between two kinds of theories which is whether if considering springbaek compression ,by JCCAD, with an engineering example and points out some problems existing in commonly used method on foundation design, and provides viewpoints and suggestions.
出处
《工程建设与设计》
2014年第10期60-61,64,共3页
Construction & Design for Engineering
关键词
地基沉降K值
回弹再压缩JCCAD
value of resilience and compression settlement of foundation K
JCCAD
