摘要
介绍了含砂低液限黄土对公路的影响因素,并对试验路段重锤满面夯实试验原理、目的、步骤进行了说明,同时运用理论方法对试验数据进行了分析,结果表明:路基满面夯实可以有效减小含砂低液限黄土高填方路基工后沉降,提高路基压实度。
The paper introduces the impact of low liquid-limit clay upon highway, illustrates the heavy hammer punning testing principles, targets and procedures at experimental road section, and analyzes the testing data by applying theoretical method. Results show that： full subgrade punning can effectively reduce post-construction settlement of low liquid-limit clay subgrade and improve the suhgrade compaction degree.
出处
《山西建筑》
2013年第17期129-130,共2页
Shanxi Architecture
关键词
含砂低液限黄土
满面夯实
试验
工后沉降
压实度
low liquid-limit clay, full punning, test, post-construction settlement, compaction degree
