压实度对路堤稳定性的影响分析

摘要

The thesis describes the concept of compaction,establishes slope analysis model with finite element program,and studies the embank-ment under various compaction degrees. Results show that:the impact of compaction upon embankment stability is obvious,the embankment sta-bility will increase with the compaction improvement under different compaction degrees.%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。