摘要
滑坡监测工作近年来有较大发展，不仅在理论上，而且在方法上均有突破，本文提出滑坡监测应以位移变形为主，以应力和强度为辅的现场监测系统的观点，指导在动态条件下建立对位移和应变的现场量测系统，实施现场监控，来指导滑坡整治设计和检查整治效果。
he present analysis for stability of rock body slope is that a condition of rock body is evaluated by method of material mechanics on the basis of limit Equilibrium principle for rigid body form the view of statics. Thus, designed monitoring system of landslide is often inconsistent with deformed, fractured and displaced geological bodies, and the effect of engineering has been impaired. It is suggested that a new design and constrauction for control engineering of landslide would be established on the basis of a theory of deformation system(mainly, deformation secondly, stress and intensity),an in situ measuring system for displacement and strain would be developed under a dynamic condition, and also an in situ monitor design and effective construction methods would be used.
出处
《中国地质灾害与防治学报》
CSCD
1997年第4期78-82,共5页
The Chinese Journal of Geological Hazard and Control
关键词
变形体系
滑坡
监测
应力
应变
边坡稳定
deformation system, landslide monitoring, stress,strain, in situ monitoring
