摘要
文中以国道214线小黑江桥至澜沧二级公路改建工程K63+980~K64+100处滑坡为例,分析滑坡体的基本特征和滑坡的成因机制。通过滑坡稳定性计算,评价该滑坡稳定性,为滑坡治理工程的设计提供地质依据。
Taking the landslide K63+980~K64+100 of Xiaoheijiangqiao to Lancang Secondary Highway reconstruction project of National Highway 214 as an example,the basic characteristics of the landslide and the cause mechanism of the landslide are analyzed in detail.By calculating the stability of landslide,the stability of landslide is analyzed and evaluated,which provides geological basis for the design of landslide control engineering.
作者
沈旺
Shen Wang(China Building Materials(Kunming)Survey and Design Institute Co.Ltd.,Kunming,Yunnan 650118)
出处
《江西建材》
2023年第11期203-204,207,共3页
Jiangxi Building Materials
关键词
滑坡
成因及危害
稳定性计算
治理措施
Landslide
Cause and harm
Stability calculation
Treatment measure
