摘要
针对我国目前尚无统一的土质分类标准,采用土的力学参数作为分类指标,利用阈值对不同土类进行划分,指出这种分析方法具有统一性、综合性的特点且利于电算,从而为工程中土体分类的应用提供了一条简捷途径。
In view of the currently no unified soil classification,taking soil mechanics parameters the classification index,making use of threshold to divide the different soil types,it points out this analysis method possesses is consistency and integrity,which specially benefits computing.Thus,it provides a simple way for the application of soil classification in engineering.
引文
[1]萧筱南.实用模糊数学[M].北京:亚洲出版社,1993.
[2]冯德益,楼世博.模糊数学方法与应用[M].北京:地震出版社,1985.
[3]关文章.湿陷性黄土工程性能新篇[M].西安:西安交通大学出版社,1990.
[4]GB 50021-2001,岩土工程勘查规范[S].