摘要
根据不同含石量下土石混合料在同一工艺下的压实特性,以含石量为指标,以干密度为判据,对其进行结构分类,给出以含石量为指标的分类界限,对于实际工程碎石土压实工艺的合理选择具有重要意义,同时可为进一步研究土石混合料的压实特性打下基础。
According to the compaction character of earth mixture same technology, it is significant for reasonable technology selection of neering to classify the structure of earth taking the gravel content as with different gravel content in the gravel compaction in practical engiindex, dry-density as accordance, and present the classifying limitation for index of gravel content.
出处
《交通标准化》
2006年第7期55-57,共3页
Communications Standardization
关键词
路基
土石混合料
振动压实特性
组成结构
分类
roadbed
earth mixture
compaction character of vibration
structure for component
classification