摘要
为了更好的分析岩溶地区大型岩质高边坡的稳定性,选择了贵阳市的大型建筑边坡为试验对象,根据现场岩土的质量特征和构造,运用稳定系数的计算来对其进行简要的分析。
In order to better analyze the stability of large rocky high slope in karst area, a large-scale building slope in Guiyang City was selected as the study object. According to the quality characteristics and structure of the rock and soil in the site, stability coefficient calculation was used for brief analysis of the slope.
作者
颜敏锋
张伟
张雄
Yan Minfeng, Zhang Wei, Zhang Xiong(Guizhou Geological Bureau 111 Geological Brigade, Guiyang 550008, China)
出处
《有色金属设计》
2018年第1期95-98,共4页
Nonferrous Metals Design
关键词
岩溶
稳定性
赤平极射投影
Karst
Stability
Stereographic polar projection
