摘要
通过对典型工程一年的持续监测,研究了建筑地基深层土体变形规律,验证了现行地基基础设计规范的适用性。实测结果表明,现行地基基础设计规范建议的压缩层深度计算结果是合适的,其结果略偏大。
The deep soil settlement of a typical building case is determined after a year＇s monitoring on site. Compared with the stipulated calculation model of current National Code, it is revealed that the Code is nearly matching the measured results.
出处
《平顶山工学院学报》
2005年第3期11-13,共3页
Journal of Pingdingshan Institute of Technology
关键词
建筑设计
地基
压缩层厚度
分层沉降监测
structure design
soil
depth of compressive soil
deep soil settlement survey
