黄河小浪底水库1#滑坡体变形特征及稳定性评价  

Characteristics of No.1 Sliding Mass Deformation and Its Stability Assessment in Yellow River Xiaolangdi Dam Project

作　　者：应敬浩[1] 陈东亮[1] 阴国胜[1] 李松海[1] 

机构地区：[1]黄河水利委员会勘测规划设计研究院,河南郑州450003

出　　处：《华北水利水电学院学报》2002年第4期52-54,共3页North China Institute of Water Conservancy and Hydroelectric Power

摘　　要：1# 滑坡体是黄河小浪底水利枢纽近坝库段规模最大的滑坡 ,其稳定问题对于小浪底工程的正常运行关系重大 .根据勘探资料 ,对滑坡的变形破坏特征及成因机制进行了分析 ,并用计算程序对其稳定性做了评价 。No 1 sliding mass is the largest one in the reservoir area close to the Xiaolangdi dam,which has great effect on the normal operation of the Xiaolangdi Multipurpose Dam Project Based on the exploration information,the characteristics and mechanism of the sliding mass are analyzed,and its stability is analyzed through the most advanced program of emu and STAB in the water conservancy field,therefore,providing a basis for harnessing the environmental disaster in the Xiaolangdi reservoir

关 键 词：黄河 小浪底水库 滑坡 变形特征 稳定性 评价 

分 类 号：TV697.33[水利工程—水利水电工程]