摘要
以青银高速公路K557＋000～K557＋710段路基病害为背景，结合勘察试验数据，分析了该路段的路基土的工程地质特征及病害产生原因，并计算了该段路基的稳定性及地基沉降量。
Taking subgrade disease of Qingdao-Yinchuan Expressway K555＋070-K557＋710 section as the background, combined with exploration test data, this paper analyzes engineering geological characteristics and the causes of diseases in the subgrade soil, and calculates the stability of the subgrade and settlement of the foundation soil.
出处
《交通标准化》
2014年第13期112-114,120,共4页
Communications Standardization
关键词
高速公路
病害
路堤
土质特征
低液限细粒土
expressway
disease
embankment
soil characteristic
low liquid limit fine grained soil
