广东水利水电Issue(4)：33-36,4.
某心墙堆石坝沉降分析
Settlement Analysis of a Core Wall Rockfill Dam
蒲英 1陈科文 2周郭 1李明霞 2李强3
作者信息
- 1. 四川省南充市城乡供排水管理服务处，四川南充 637000
- 2. 四川省南充市水务局，四川南充 637000
- 3. 四川省南充升钟水利工程建设管理局，四川西充 637200
- 折叠
摘要
Abstract
Combined with the actual situation of a core rockfill dam, monitoring data of the settlement pipe and water pipe type are collected during construction period.The settlement of the law and the uneven settlement of the dam is analyzed.The results show:At the time of completion, the maximum settlement of the dam body is not occurred at the top of the dam, but occurs at middle ele-vation of dam body.The settlement of each measuring point has a good correlation with the filling progress in time, the difference of compressive modulus is the key influencing factor of the uneven settlement gradient, and the corresponding measures should be taken to prevent the uneven settlement during the construction period.关键词
心墙堆石坝/沉降/压缩模量/沉降梯度Key words
core wall rockfill dam/settlement/compression modulus/settlement gradient分类
建筑与水利引用本文复制引用
蒲英,陈科文,周郭,李明霞,李强..某心墙堆石坝沉降分析[J].广东水利水电,2016,(4):33-36,4.
