摘要
通过对汝郴高速公路某路段路堑边坡的地质调查及详细勘察,分析了其稳定性影响因素及其破坏模式,并考虑两种不同工况,采用传递系数法对边坡稳定性进行了计算,根据分析评价结果综合考虑多方面因素提出了经济有效的加固措施,为工程实践提供了参考。
This paper provided geological survey and detailed investigation to a road section cutting slope to Ru-Chen highway, analyzed its stability influence factors and failure mode, and considering two different conditions, using transfer coefficient calculated the slope stability analysis, according to the evaluation results comprehensive calculated many factors put forward effective reinforcement measures, provided reference for en- gineering practice.
出处
《山西建筑》
2014年第16期152-154,共3页
Shanxi Architecture
关键词
高速公路
破坏模式
边坡稳定性
加固措施
highway, failure mode, slope stability, reinforcement measure
