摘要
利用FLAC-3D软件对天然边坡不同步开挖的变形进行数值模拟,根据模拟所得的计算结果,得出了滑坡体在天然状态下不同开挖步的变形特征,为判断水库溢洪道边坡的稳定性评价提供了必要的理论依据。
The different excavation deforming of natural side slope was carried out numerical modeling with the FLAC-3D software. According to the modeling calculation result, the different excavation deforming characteristics of landslide under natural situation, which provide necessary theoretical references for judging the reservoir floodgate side slope stability.
出处
《山西建筑》
2008年第22期18-19,共2页
Shanxi Architecture
