摘要
本文提出了低塑性土的模糊分类方法,进而讨论并验证了该方法的合理性;同时,本文还探讨了各粒组成分对土的工程性质的影响,并通过单、双因素分类的比较,认为双因素分类更符合实际情况。
Fuzzy classification method for soil with low plasticity is proposed in this paper. Its rationality. is discussed and verified also. Moreover, the affects of components of every particle group on engineering behaviours of soil are also studied. Through comparison of single factor classification and double factor classification, the latter is considered to be more in line with the real situation.
出处
《工程勘察》
CSCD
北大核心
1990年第1期11-15,共5页
Geotechnical Investigation & Surveying