梅山连拱坝的变形性态研究  

Research on Deformation behavior of Multiple Arch Dam

作　　者：顾冲时[1] 李雪红[1] 吴中如[1] 宋一明[2] 

机构地区：[1]河海大学水利水电工程学院,江苏南京210098 [2]广东省南水水电厂,广东韶关512700

出　　处：《河海大学学报（自然科学版）》2000年第2期59-63,共5页Journal of Hohai University(Natural Sciences)

摘　　要：梅山连拱坝由于结构单薄 ,对周围环境变化比较敏感 .结合梅山连拱坝的实测资料 ,采用多种模型和分析方法 ,对其变形性态进行了分析和研究 ,得出梅山大坝变形、稳定。Meishan multiple arch dam is sensitive to its environment because of its thin structure. Based on the observation data, the deformation behavior of this multiple arch dam is analyzed and studied with many kinds of models and analysis methods. Some unfavorable loading conditions affecting deformation, stability, strength, cracking, and so on are obtained.

关 键 词：梅山水库 连拱坝 变形性态 评估分析方法 

分 类 号：TV642.52[水利工程—水利水电工程]