摘要
水库蓄水后的库岸滑坡是水利工程的一个顽疾,模清库岸滑坡的诱因、特征与规律对于防范水库风险具有重要的科学意义,大量的监测和研究显示水库库岸的稳定性与地下水位的变化有着极为密切的关联关系,以大量的库岸滑坡原位监测数据为基础,通过计算机建模技术,获得了地下水位变化与库岸滑坡体稳定性间关系的经验型数学模型,介绍了库岸滑坡原位监测的基本方法。
Reservoir bank landslide is a knotty problem for hydraulic engineering.It is very important to find out the reasons,characteristics and laws of the reservoir bank landslide.It is verified by a host of facts that the bank stability of a reservoir is closely related with variations of the groundwater level.Based on a vast amount of on-the-spot monitoring data,an empirical mathematical model of relations between the bank stability of a reservoir and variations of the groundwater level is given.Ways of on-the-spot monitoring for reservoir bank landslide are introduced.
作者
姜晨光
李少红
贺勇
张清峰
姜勇
JIANG Chen-guang;LI Shao-hong;HE Yong;ZHANG Qing-feng;JIANG Yong(School of Environmental and Civil Engineering,Jiangnan University,Wuxi 214122,.China;Qingdao Agricultural University,Qingdao 266109,China)
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2008年第S01期403-406,共4页
Rock and Soil Mechanics
基金
国家自然科学基金(No.79160173)
无锡市建设科研基金(No.2006-10)
江南大学211建设重点项目基金(No.2004012)。
关键词
水利工程
岩土力学
滑坡
库岸
地下水位
监测
hydraulic engineering
rock and soil mechanics
landslide
reservoir bank
groundwater level
monitoring
