摘要
介绍了土工格栅加筋土陡坡路堤设计的基本内容，对其外部、内部、边坡局部的稳定性提出了分析方法，阐述了土工格栅陡坡路堤的设计计算方法，以供同类路基工程参考。
Basic design contents of gcogrid reinforced embankment in abrupt slope are introduced. According to stability problems practical analysis method is proposed as well as design calculation method, which can be used as references by similar works.
出处
《山西建筑》
2006年第22期308-310,共3页
Shanxi Architecture
关键词
土工格栅
加筋土
稳定性
路堤设计
geogrid, reinforced soil, stability, embankment design
