首页 | 本学科首页   官方微博 | 高级检索  
     

某大坝沥青混凝土心墙变形监测分析与探讨
引用本文:万连宾. 某大坝沥青混凝土心墙变形监测分析与探讨[J]. 水利水电技术, 2012, 43(7): 113-115
作者姓名:万连宾
作者单位:(新疆额尔齐斯河流域工程开发建设管理局,新疆乌鲁木齐830000)
摘    要:以工程实际监测资料分析为基础,经分析确定正位错大小与大坝心墙压应力无必然关系;因而提出:应提高过渡料填筑压实标准以减少心墙竖向变形,岸坡处理应尤为如此;并建议应采用更先进的光纤维传感技术加密对心墙的变形及变形量进行三维空间定位监测。

关 键 词:碾压式沥青混凝土心墙坝  变形监测  光纤维传感技术  三维空间定位  
收稿时间:2012-04-17

Analysis and discussion on deformation monitoring of asphalt concrete core of a dam
WAN Lianbin. Analysis and discussion on deformation monitoring of asphalt concrete core of a dam[J]. Water Resources and Hydropower Engineering, 2012, 43(7): 113-115
Authors:WAN Lianbin
Affiliation:(Xinjiang Irtysh River Basin Development Administrative Bureau, rümchi830000, Xinjiang, China)
Abstract:Based on the measured monitoring data from an actual project,it is determined from the analysis concerned that no an inevitable relationship is there between the size of the positive dislocation and the compressive stress of the core of the dam;and then,it is put forward that the compaction standard for the transition-material filling must be raised,so as to reduce the vertical deformation of the core,especially for the treatment of the bank slope.Moreover,it is suggested that the more advance optical fiber sensing technology shall be adopted to densify the 3-D spatial location monitoring on both the deformation and its amount of the core.
Keywords:earth-rock fill dam with asphaltic concrete core  deformation monitoring  optical fiber sensing technology  3-D spatial location monitoring
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《水利水电技术》浏览原始摘要信息
点击此处可从《水利水电技术》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号