摘要
介绍了三峡工程船闸区岩体及结构面现场蠕变试验成果，考虑施工开挖卸荷对边坡岩体的扰动影响，以及边坡内渗透水压力的作用，进行了施工期和运行期边坡流变稳定性的数值分析，分析结果得到了现场监测的验证。
The results of creep test in site for rock mass and discontinuity in ship-lock area of the Three Gorges Project are introduced. Considering the effects of construction excavation and seepage pressure, the rheological analysis on the stability of ship-lock slope is made during construction and running. The analysis results are validated by measured data in site.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2002年第2期163-166,共4页
Chinese Journal of Rock Mechanics and Engineering
基金
国家自然科学基金
湖北省清江水电开发公司联合资助重点项目(59939190)。
关键词
三峡工程
岩体
边坡
流变
船闸
稳定性
Creep
Excavation
Numerical analysis
Rheology
Seepage
Slope stability
