首页 | 本学科首页   官方微博 | 高级检索  
     检索      

某水电站变形体及枢纽联合进水口边坡三维稳定性分析
引用本文:张莹,狄圣杰,陆希,刘静.某水电站变形体及枢纽联合进水口边坡三维稳定性分析[J].西北水电,2019(3):78-80,88.
作者姓名:张莹  狄圣杰  陆希  刘静
作者单位:中国电建集团西北勘测设计研究院有限公司;国家能源水电工程技术研发中心高边坡与地质灾害研究治理分中心
摘    要:某水电站枢纽联合进水口边坡发育有变形体及3条断层,对工程影响较大,采用MIDASGTS软件通过强度折减法对边坡的稳定性进行分析研究。根据变形体在历史最大地震工况反算得到其临界参数,在确定了天然状态边坡模拟与实际类比相符的基础上,指导边坡开挖设计及评价其稳定性,为工程提供有益参考。

关 键 词:变形体  边坡稳定性  强度折减法  数值分析

Three-Dimensional Stability Analysis of The Combined Power Intake Slope and Deformation Mass of a Hydropower Station
ZHANG Ying,DI Shengjie,LU Xi,LIU Jing.Three-Dimensional Stability Analysis of The Combined Power Intake Slope and Deformation Mass of a Hydropower Station[J].Northwest Water Power,2019(3):78-80,88.
Authors:ZHANG Ying  DI Shengjie  LU Xi  LIU Jing
Institution:(PowerChina Northwest Engineering Corporation Limited, Xi'an 710065,China;National Energy and Hydropower Engineering Technology R&D Center,High Slope and Geological Hazard Research and Control Sub-center,Xi'an 710065,China)
Abstract:ZHANG Ying;DI Shengjie;LU Xi;LIU Jing(PowerChina Northwest Engineering Corporation Limited, Xi'an 710065,China;National Energy and Hydropower Engineering Technology R&D Center,High Slope and Geological Hazard Research and Control Sub-center,Xi'an 710065,China)
Keywords:deformation mass  slope stability  strength reduction method  numerical analysis
本文献已被 CNKI 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号