摘要
对国际公认的SARMA法进行了改进 ,并研制出集稳定性评价与加固设计的《边坡工程稳定性MSARMA法评价分析系统》 ;提出了边坡加固原则和边坡最佳加固状态的概念及其确定方法 。
The international recognized SARMA is improved in thi s paper. A method combined stability and reinforcement design called MSAR is pro posed w evauate analysis system. The side slope remforcement Rrinciple and the o ptimum condition and the way to determine is suggested such a method has been ap plied in engineering practice.
出处
《土工基础》
2004年第1期1-3,共3页
Soil Engineering and Foundation
关键词
高速公路
边坡
稳定性
加固设计
superhighway, stability of side slope, reinforcemont desi gn
