摘要
该文以某实际工程案例为研究对象,该地质灾害点由2处滑坡组成,滑坡分别位于同一山体,最短直线距离仅20 m。依据野外实地详细勘查与灾害体基本特征,对其灾害体成因机制、破坏模式和稳定性分析进行了深入研究。并对滑坡地质灾害提出治理措施。
This paper takes a practical engineering case as the research object.This point is composed of two landslides.The landslides are located in the same mountain,the shortest direct distance is only 20 m.Based on detailed field survey and basic characteristics of disaster body.The formation mechanism,failure mode and stability analysis of the disaster body are deeply studied.The control measures for landslide geological hazards are put forward.
出处
《科技创新与应用》
2022年第32期103-107,共5页
Technology Innovation and Application
基金
湖南省自然资源厅科技项目(2021G10)
湖南工程职业技术学院第三批课程思政校级示范课改革试点项目(无编号)。
关键词
滑坡
成因机制
稳定性评价
工程地质
灾害
landslide
genetic mechanism
stability evaluation
engineering geoloey
disaster
