边坡稳定性理论与地质灾害防治策略分析  

Slope stability theory and geological hazard prevention strategy analysis

作　　者：陈超 肖扬 CHEN Chao;XIAO Yang(The Eighth Geological Brigade of Sichuan Province,Xichang 615000,China)

机构地区：[1]四川省第八地质大队,四川西昌615000

出　　处：《中国高新科技》2025年第1期40-42,共3页

摘　　要：边坡稳定性研究及地质灾害防治策略在地质工程领域意义重大。边坡失稳现象如滑坡、崩塌和泥石流等,对自然环境和人类社会构成严重威胁。文章通过系统分析边坡稳定性理论的基本概念、影响因素及其评价方法,结合数值模拟技术、模型试验和多尺度分析,深入探讨边坡稳定性问题,阐述了地质灾害防治策略,包括高精度地质测绘、实时监测系统、护坡工程以及应急响应与管理。The study of slope stability and the prevention strategy of geological hazards are of great significance in the field of geological engineering.Slope instability,such as landslide,collapse and debris flow,poses a serious threat to the natural environment and human society.Through systematic analysis of the basic concepts,influencing factors and evaluation methods of slope stability theory,combined with numerical simulation technology,model test and multi-scale analysis,this paper discusses the slope stability problem in depth,and expounds the prevention and control strategies of geological hazards,including high-precision geological mapping,real-time monitoring system,slope protection engineering and emergency response and management.

关 键 词：边坡稳定性理论 地质灾害防治 分析方法 

分 类 号：TD745[矿业工程—矿井通风与安全]