摘要
本文提出了当前浅基础地基容许承载力计算中容重取值存在的问题;经理论分析,提出了修改意见,使浅基地基容许承载力的计算更加合理、经济和安全。
This paper raises the problem existing in the selected value of unit weight during the current calculation of the allowable bearing capacity in the shallow foundation subgr-ade through theoretical analysis. It alos raises the suggestion of correcting, which makes the calculation of allowable bearing in the shallow foundation Subgrade safer, more reasonable and more economical.
出处
《重庆交通学院学报》
1989年第3期83-93,共11页
Journal of Chongqing Jiaotong University
关键词
地基
浅基础
容许承载力
容重
soil mechanics, allowable bearing of soil, natural unit weight, permeable layer