摘要
针对高坝坝基变形影响深度尚无监测仪器和方法的问题,提出了多点式监测方案,并阐述了该方案在小湾水电站工程中的实施方式,指出该监测方案取得了可靠的变形监测资料,有助于掌握和评价大坝的安全性。
According to the problems in deficient monitoring devices and methods in the affected depth of the high dam foundation,the paper points out the multiple-point supervision scheme,illustrates the implementation approach of Xiaowan Hydropower Station,and points out the monitoring scheme achieves reliable deformation monitoring documents,so as to master and evaluate the safety of the dam.
出处
《山西建筑》
2016年第33期215-216,共2页
Shanxi Architecture
关键词
高拱坝
坝基
变形深度
监测方案
high-arch dam
dam foundation
deformation depth
monitoring scheme