摘要
地基均匀性评价主要从定性分析和定量分析两方面进行。本文针对定性分析与定量分析的方法进行了探讨,指出了标准中的不足之处,建议将不均匀系数界限值法作为定量分析的主要方法,并将地基均匀性评价作为岩土工程勘察报告中的一项重要内容加以描述。
Foundation uniformity is mainly evaluated through the two aspects of qualitative analysis and quanti- tative analysis. Based on the discussion of qualitative analysis and quantitative analysis methods, this paper pointed out the shortcomings of the standard, proposed to take non - uniform coefficient threshold value method as the main method of quantitative analysis, the foundation uniformity evaluation as an important content in the geotechnical engineering investigation report to describe.
出处
《吉林林业科技》
2013年第6期35-38,共4页
Journal of Jilin Forestry Science and Technology
关键词
地基
均匀性
当量模量
工程勘察
Foundation
uniformity
equivalent modulus
engineering survey