摘要
依据梅山和佛子岭两座连拱坝坝顶水平位移实测资料 ,用多种分析方法分别对两座大坝的位移变化规律进行了深入的分析和研究 。
According to the observational data of horizontal displacement, the deformation laws for Meishan and Foziling multi-arch dams are researched in detail by use of various analytic methods. The commonness and differentia of the deformation behavior of the two dams are revealed.
出处
《水电自动化与大坝监测》
2002年第5期48-51,共4页
HYDROPOWER AUTOMATION AND DAM MONITORING
关键词
连拱坝
位移
变形规律
温度
multi-arch dam
displacement
deformation laws
