摘要
将力学模型引入大坝安全监测领域，结合变形监测资料，提出了利用三维粘弹塑性理论拟定大坝二级监控指标的原理和方法。应用上述理论和方法拟定了佛子岭大坝变形二级监控指标，取得了安全监控大坝的实效。
On the basis of deformation observation data and the application of mechanical models in dam safety monitoring, the theory and method for determining grade two monitoring indices of dams with three dimensional viscoelastic plastic theory are put forward in this paper.With the present theory and method,the grade two indices are successfully determined for the Fuziling Dam.
出处
《大坝观测与土工测试》
1999年第1期21-23,共3页
Dam Observation and Geotechnical Tests
关键词
安全监测
混凝土坝
变形
二级监控指标
safety monitoring concrete dam deformation grade two monitoring index structural analysis method
