摘要
营盘山高陡边坡最大坡高110 m,沿坡面走向宽400 m,是缓倾内层状岩质高边坡的典型代表。据高陡边坡结构特征,将其划分为上部天然陡崖、中部斜坡崩积体和下部采石陡壁三段,并分别阐述了高陡边坡结构特征对地质灾害的控制作用,及相应的地质灾害防治措施。
With the maximum height of 110m and the width of 400m along the slope face, The Yingpangshang slope is one of typical low-angle stratofabric rock slopes. According to their structure characteristics, the slope is marked out three parts： the upper is a natural scarp, the middle is a general slope, and the bottom is a steep quarrying wall. The relationship between the slope＇s structure characteristics and its geological hazard is discussed in detail, and their preventions are also suggested in this paper.
出处
《地质灾害与环境保护》
2005年第3期246-249,共4页
Journal of Geological Hazards and Environment Preservation
关键词
高陡边坡
结构特征
地质灾害防治
Large-stiff slope
structure characteristic
geological hazard prevention
