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层状地基持力层承载力的确定
引用本文:李连营,林波.层状地基持力层承载力的确定[J].岩土工程技术,2004,18(5):235-237.
作者姓名:李连营  林波
作者单位:天津市勘察院,天津,300191
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 ,验正本方法的合理性

关 键 词:层状地基  承载力特征值  压力比  修正系数
文章编号:1007-2993(2004)05-0235-03
修稿时间:2004年7月29日

Determination for the Bearing Stratum Capacity of Layered Foundation Soils
Li Lianying,Lin Bo.Determination for the Bearing Stratum Capacity of Layered Foundation Soils[J].Geotechnical Engineering Technique,2004,18(5):235-237.
Authors:Li Lianying  Lin Bo
Abstract: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.
Keywords:layered foundation soil  characteristic value of bearing capacity  pressure ratio  revisory coefficient
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