摘要
对后水河水库大坝进行了分析，在坝体不设置伸缩缝，且坝基与基岩的结合处理较好时，大坝抗滑稳定属整体抗滑稳定问题，并可采用抗剪断公式进行计算及核核，可以减小坝体断面，有一定的经济效益。
The dam slide resisting stability belongs to entire side resisting stability in the condition of fine binding of dam base and rock basement of the medium and small sized reservoir dams without expansion joint in the dam body and can be calculated and checked by using of shearing resisting formula. The dam body section can be reduced and has a certain economic benefit.
出处
《中国农村水利水电》
1996年第6期36-38,共3页
China Rural Water and Hydropower
关键词
水库大坝
抗滑稳定
整体稳定
reservoir dam
slide resisting stability
entire stability
