国道214线云南某段滑坡稳定性分析  

Stability Analysis and Treatment of Landslide in Yunnan Section of National Highway 214

作　　者：沈旺 Shen Wang(China Building Materials(Kunming)Survey and Design Institute Co.Ltd.,Kunming,Yunnan 650118)

机构地区：[1]中建材(昆明)勘测设计院有限公司,云南昆明650118

出　　处：《江西建材》2023年第11期203-204,207,共3页Jiangxi Building Materials

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.

关 键 词：滑坡 成因及危害 稳定性计算 治理措施 

分 类 号：TU195[建筑科学—建筑理论]