摘要
根据箐头坝址区水文地质条件及重力坝枢纽布置,本文结合《混凝土重力坝设计规范》(SL 319—2018),计算确定了大坝坝顶高程。大坝抗滑稳定及坝体应力分析结果表明,设计优选的重力坝方案能满足规范相关指标要求,确保了工程施工的高效优质性。
According to the hydrogeological conditions of the Qingtou dam site area and the layout of the gravity dam,this paper combined with the"Specifications for Design of Concrete Gravity Dam"(SL 319-2018),calculated the height of the dam crest.The anti-sliding stability of the dam and the stress analysis results of the dam body show that the designed and optimized gravity dam scheme can meet the relevant index requirements and ensure the high efficiency and high quality of the project construction.
作者
徐言志
XU Yanzhi(Guizhou Xinzhongshui Engineering Co.,Ltd.,Guiyang Guizhou 550001)
出处
《河南科技》
2020年第14期67-68,共2页
Henan Science and Technology
关键词
重力坝
抗滑稳定
坝体应力
箐头水库
gravity dam
anti-sliding stability
dam body stress
Jingtou Reservoir
