白盆珠水库主坝坝体稳定性分析  

Analysis of Dam Stability of the Main Dam of Baipenzhu Reservoir

作　　者：刘菊莲 LIU Julian(Huizhou Baipenzhu Reservoir Engineering Management Bureau,Huizhou,Guangdong Province,516341 China)

机构地区：[1]惠州市白盆珠水库工程管理局,广东惠州516341

出　　处：《科技资讯》2024年第22期158-160,共3页Science & Technology Information

摘　　要：白盆珠水库大坝加固工程建设的主要内容为主坝、副坝、防汛公路等水工建筑物的加固及金属结构的更换。为了确保水库安全运行,结合白盆珠水库加固工程,对主坝坝体稳定性进行分析探讨。白盆珠水库主坝为混凝土空心支墩重力坝,主要选取4#坝段和8#坝段作为典型坝段进行坝体稳定和坝基应力计算。经研究,白盆珠水库主坝沿坝基面的抗滑稳定性均能满足相关规范的要求。The main construction content of the reinforcement project for the Baipenzhu Reservoir dam includes the reinforcement of hydraulic structures such as the main dam,the auxiliary dam,the flood control road and the re⁃placement of metal structures.In order to ensure the safe operation of the reservoir,the stability of the main dam is analyzed and discussed in combination with the Baipenzhu reservoir reinforcement project.The main dam of Baipenzhu Reservoir is a concrete hollow buttressed gravity dam.Section 4#and section 8#are selected as typical sections to calculate the stability of the dam body and the stress of the dam foundation.After research and analysis,the anti-sliding stability of the main dam of Baipenzhu Reservoir along the dam foundation can meet the require⁃ments of relevant specifications.

关 键 词：白盆珠水库 主坝 坝体稳定性 坝基 

分 类 号：TV641.2[水利工程—水利水电工程]