摘要
通过对层状地基的分析 ,提出了对层状地基持力层承载力进行修正的方法 ,并通过对同一住宅小区已沉降稳定的 2栋楼采用的承载力及使用情况分析 。
Through the analysis on the layered foundation soil,the method used to revise the bearing stratum capacity of layered foundation soil is given. At the same time, through the analysis on the bearing stratum capacity that adopted by two buildings, which are located in the same residence area and their settlements is stable, and the use situation of the two buildings, the reasonablity of this method is tested.
出处
《岩土工程技术》
2004年第5期235-237,共3页
Geotechnical Engineering Technique
关键词
层状地基
承载力特征值
压力比
修正系数
layered foundation soil
characteristic value of bearing capacity
pressure ratio
revisory coefficient
