摘要
针对苏家沟水库除险加固设计过程,结合大坝上下游水位,采用河海大学水工结构有限元分析系统(AutoBANKv7.07)进行计算,考虑了多种工况,对加固后大坝进行了渗流及抗滑稳定计算。
Based on the design process of Sujiagou Reservoir reinforcement engineering, combined with the upstream- downstream water level of dam, consider the various conditions, making the seepage and stability calculation by the hydraulic structure finite element analysis system（AutoBANKv7.07）of Hohai University.
出处
《水科学与工程技术》
2014年第2期51-53,共3页
Water Sciences and Engineering Technology
关键词
大坝
渗流抗滑
稳定计算
dam
seepage and against sliding
stability calculation
