摘要
对镇江市松盛花苑边坡进行调查后发现,该边坡的稳定性主要受强降雨影响,采用Geo-slope对该边坡稳定性进行计算,计算得该边坡在正常条件下基本稳定,在降雨入渗时边坡稳定性接近临界状态。有必要对边坡采取加固措施,计算结果可为边坡的加固设计提供参考。
The stability of the Songshen-Huayuan slope in Zhenjiang city is calculated by using Geo-slope program. The stability of this slope is mainly influenced by the rainfall. The results indicate that the slope is stable under normal condition, but under rainfall infiltration condition, the stability of the slope is close to the critical state. The slope should be reinforced. The calculation results can provide a reference for slope reinforcement design.
出处
《江苏建筑》
2014年第2期94-96,共3页
Jiangsu Construction
关键词
边坡
稳定性
分析
songsheng huayuan slope
stability
analysis
