摘要
根据重庆市高速公路边坡特征,选取部分岩质边坡案例,利用灰色关联分析理论,对其是否稳定进行了预测,通过分析计算,结果与实际情况符合的很好,验证了岩质边坡稳定性预测的灰色关联分析方法的可行性。
Based upon the characteristics of the slope of Chongqing freeway and taking some rock slopes as an example, it estimates its stability with grey correlation analysis theory. After calculation and analysis, it proves that calculated result is quite the same with the actual situation. It is verified the feasibility of applying grey correlation degree to estimate rock slope stability.
出处
《山西建筑》
2008年第22期255-257,共3页
Shanxi Architecture
关键词
岩质边坡
稳定性
灰色关联度
特征
rock slope, stability, grey correlation degree, characteristics
