摘要
对澜沧江左岸楚巴崩塌斜坡区的地质环境条件进行了详细调查,采用地质测绘、山地工程及试验分析等方法,分析了此次崩塌的危岩体、基座及堆积等发育特征。通过定性分析和数学计算,对各危岩体的稳定性进行了综合评价,查清了危岩破坏模式和威胁范围,针对风险较高的危岩,结合工程实施条件,提出了“拦石墙+拦石网+人工清危+主动防护网”的方案进行防治,对楚巴崩塌发育特征进行分析并研究防治措施,为该类崩塌的避险与工程治理提供设计参考。
This article conducts a detailed investigation into the geological and environmental conditions of the Chuba landslide slope area on the left bank of the Lancang River.It employs methods such as geo-logical mapping,mountain engineering,and experimental analysis to examine the development character-istics of the landslide's dangerous rock masses,foundations,and accumulations.Through qualitative a-nalysis and mathematical calculation,the stability of each dangerous rock mass is comprehensively evalu-ated,identifying the failure modes and threat ranges of the dangerous rocks.For high-risk dangerous rocks,a prevention and control plan combining“stone blocking wall,stone blocking net,manual hazard removal,and active protective net”is proposed based on engineering implementation conditions.The a-nalysis of the development characteristics of the Chuba landslide and the study of prevention and control measures provide design references for the risk avoidance and engineering treatment of such landslides.
作者
陈亮
宋银
杨林
巴净慧
陈典
CHEN Liang;SONG Yin;YANG Lin;BA Jinghui;CHEN Dian(Yunnan Geological Engineering Second Survey Institute Co.,Ltd.,Kunming 650218,China)
出处
《昆明冶金高等专科学校学报》
CAS
2024年第4期1-8,共8页
Journal of Kunming Metallurgy College
关键词
崩塌
危岩体
发育特征
稳定性评价
防治措施
landslide
dangerous rock mass
development characteristics
stability evaluation
prevention and control measures