摘要
通过贵州关岭至兴仁二级公路K105+300～510段路堑边坡治理工程设计、施工与工程监理的观察,结合工程特性,对不同坡度的顺向滑坡,按滑坡形成的地质地貌条件及物理力学性质的差异,采取不同区段的治理方案,并取得较好的效果。
In designing, actualizing and monitoring the item of the side-slope control from the section of K105 + 300 - 510 in Guanling-Xingren secondary road, the scheme that adopts diverse sectional control for different grades in accordance with the diversity of the geomorphic conditions and physical mechanic property may be arrive at a favorable effect.
出处
《贵州地质》
2003年第2期111-114,共4页
Guizhou Geology
关键词
滑坡
分段
治理
方案
路堑
landslide
section
control
scheme
