摘要
选取M井泥石流防治工程为研究对象,在精确计算泥石流基本特征参数的前提下,从定量角度计算其动力学参数,并结合泥石流防护等级要求,开展了防治工程的滑移稳定性、倾覆稳定性以及地基稳定性的验算,为下一步山区井场泥石流的防治工程提供依据。
Selecting the mudslide prevention project of M well as the research object,undertakes the calculation of the sliding stability,overturning stability and foundation stability of the prevention projects from the quantitative calculation of its dynamic parameter based on the accurate calculation of the basic featured parameter of the mudslide,provide some reference for the prevention of the mudslide of the mountainous well fields.
出处
《山西建筑》
2016年第25期64-66,共3页
Shanxi Architecture
关键词
泥石流
稳定性
地基
防治工程
mudslide
stability
foundation
prevention project
