摘要
在讨论粘土心 (斜 )墙与混凝土防渗墙连接方法的基础上 ,着重从机理分析、模型试验和工程实践经验等方面 ,探讨了土石坝高塑性区的作用、原理及其控制条件 (设计指标、施工方法 )
After discussion on the joint method of clay core and concrete cutoff, the role, principle and controlling conditions (such as design indexes and construction method) of high plastic zones in embankment dams is discussed mainly from the perspective of mechanism analysis, model test and project experience.
出处
《西北水电》
2003年第2期8-12,共5页
Northwest Hydropower