摘要
阐明了压实度的概念,利用有限元程序建立了边坡分析模型,对不同压实度下的路堤进行了研究,结果表明:压实度对路堤稳定性影响十分明显,不同的压实度下路堤稳定性随压实度的提高而提高。
The thesis describes the concept of compaction,establishes slope analysis model with finite element program,and studies the embankment under various compaction degrees. Results show that： the impact of compaction upon embankment stability is obvious,the embankment stability will increase with the compaction improvement under different compaction degrees.
出处
《山西建筑》
2014年第33期134-135,共2页
Shanxi Architecture
关键词
路堤
压实度
稳定性
embankment
compaction degree
stability
