摘要
采用快速拉格朗日元法对洪家渡进水口顺向坡进行了数值模拟;分析和比较了其在天然状态、正常蓄水位及水位骤降时三种工况下边坡的应力和变形情况。
Hongjiadu intake bedding stratified slope was simulated with Fast Lagrang in Analysis of Continua method. The stress and strain of the slope were analyzed in three states （nature state,normal storage and sharp falling of water table）.
出处
《贵州工业大学学报（自然科学版）》
CAS
2007年第5期59-63,67,共6页
Journal of Guizhou University of Technology(Natural Science Edition)
基金
贵州省科学技术基金项目(NO.2000-3002)
贵州省教育厅自然科学研究项目(黔教科2004106)
关键词
岩质边坡
进水口顺向坡
应力
位移
rock - mass slope
intake bedding stratified slope
stress
displacement
