岩土工程学报2016，Vol.38Issue(z2)：24-29,6.DOI:10.11779/CJGE2016S2004
高面板堆石坝内部水平位移新型监测技术研究
New technology for inner horizontal displacement monitoring in high concrete face rockfill dam
摘要
Abstract
The design theories and dam construction technologies of concrete faced rockfill dam with the height of more than 300 m in China have reached the advanced world level at present. But the traditional measuring methods are not suitable for the safety monitoring of the high concrete face rockfill dam, and the new techniques for safety monitoring of high concrete face rockfill dam are needed. Tests on the proposed technology for horizontal displacement monitoring the dam by using distributed optical fibers are performed through model tests with 1:1 scale and prototype tests. The test result show that the new technology for horizontal displacement monitoring the dam can be used to measure the inner deformation of the dam 300 m in height with the measurement line 1000 m in length. Its measurement accuracy is verified by both the model and the prototype tests, and the relevant regulatory requirements are satisfied. It can meet the work requirements for the internal horizontal displacement monitoring of high concrete face rockfill dam. Applications in internal horizontal displacement monitoring of embankment dam show that the new technology has unique characteristics and advantages, it is good prospect.关键词
高面板堆石坝/内部变形监测/分布式光纤/测量精度/等比尺模型试验/原型试验Key words
high concrete faced rockfill dam/inner deformation monitoring/distributed optical fiber/measurement accuracy/model test with 1∶1 scale/prototype test分类
建筑与水利引用本文复制引用
何宁,王国利,何斌,汪璋淳,周彦章,钱亚俊,李登华,张桂荣..高面板堆石坝内部水平位移新型监测技术研究[J].岩土工程学报,2016,38(z2):24-29,6.基金项目
中央级公益性科研院所基本科研业务专项基金项目 （）
