摘要
通过对天然状态下弱～强风化泥质粉砂岩的物理力学性质分析,提出采用掺入中粗砂来改良使其作为高速铁路路基填料的办法.并设计不同中粗砂掺入量情况下,弱～强风化泥质粉砂岩的击实试验、颗粒分析试验和CBR试验,以获得最大干密度、最佳含水量、颗粒级配和CBR值随中粗砂掺入量的变化规律,并通过对其碾压前后,以及干湿筛法土样的压实特性进行研究,从而确定最佳的物理改良方法.
After analyzing physical and mecnamcat properties of the weathered argillaceous sihstone, mixing medium coarse sand into the weathered argillaceous siltstone was proposed to improve the stability of the embankment and sub grade in the high speed railway. So the compaction test,Particle size distribution test and CBR tests were designed to find out the relationships between the biggest dry density, the optimum water content, the particle size distribution,the CBR value and the content of medium coarse sand,and the compaction properties were fatherly studied by comparing particle distribution between uneompaced and compacted soil. And then the best modified method was assured.
出处
《南华大学学报（自然科学版）》
2012年第4期81-85,共5页
Journal of University of South China：Science and Technology
基金
南华大学博士科研启动基金资助项目(2011XQD23)
关键词
泥质粉砂岩
中粗砂
颗粒级配
最大干密度
CBR试验
argillaceous sihstone
medium coarse sand
particle size distribution
the biggestdry density
CBR test
