摘要
本文论述在潮湿多雨地区,从湿粘土的工程性质出发,路基压实不应采用重型击实标准,而以稠度、饱和度指标控制压实较为适宜,并采取相应的技术措施。
In this paper, both the consistency and degree of saturation indices rather than the heavy—typed compaction standard for wet clay are preferably taken as criterion in controlling the compaction of the road subgrade in wet and rainy region when the engineering properties of the wet clay are accounted for. Relevant technical measuses are also proposed in the paper.
出处
《公路交通科技》
CAS
CSCD
北大核心
1991年第4期3-12,共10页
Journal of Highway and Transportation Research and Development
关键词
湿粘土
路基
压实
标准
稠度
wet clay subgrade consistency compaction standard
