克孜尔水库“9·23”序列地震大坝原型监测分析  

Analysis on Dam Deformation of Kizil Reservoir "9·23" Sequence Earthquakes Based on Prototype Monitoring

作　　者：于海波[1] 翟世龙[2] 吴英[1] 

机构地区：[1]塔里木大学水利与建筑工程学院,新疆阿拉尔843300 [2]新疆地震局,新疆乌鲁木齐830011

出　　处：《塔里木大学学报》2013年第1期27-32,共6页Journal of Tarim University

摘　　要：山区水库区域地震发生频率一般较高,而且很多为序列地震,为保证水库大坝在序列地震影响下,大坝质量安全及运行管理安全,对水库大坝受地震影响进行监测必不可少。在地震发生时,一般从宏观上,对大坝的破坏情况进行巡检,微观上,对大坝运用原型观测手段,对大坝及泄水建筑物应力应变、渗流状态等进行监测分析,通过监测分析,来判断地震对大坝安全的影响,以及地震对水库的安全蓄水造成的影响。Earthquake frequency is generally higher in the mountain reservoir area, and many earthquake is sequences earthquake. In order to ensure safety of the dam＇s quality and the operation, the monitoring of dam is essential. When an earthquake occurs, the destruction of dam is generally inspected from the macro phenomenon. From micro terms, monitoring and analysis to stress - strain and seepage state of the discharge structures, the impact of the earthquake on the dam safety and safety impoundment of the reservoir is determined by the means of the using prototype observation.

关 键 词：水库大坝 序列地震 原型观测 应力应变 渗流 

分 类 号：P315.1[天文地球—地震学]