克孜尔水库“9·23”序列地震大坝原型监测分析
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
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.
引文
[1]国家地震局预测预防司.测震学分析预报方法[M].北京:地震出版社,1997:40-48.
    [2]张宏科,况伦文.克孜尔水库主坝左肩原型观测资料综合分析[J].新疆水利,2003(05):48-54.
    [3]安景生,张宏科,况伦文.克孜尔水库主坝左坝肩观测资料异常情况分析[J].大坝与安全,2003(02):36-38.
    [4]翟世龙.克孜尔水库诱发地震的形成条件和诱发机制[J].新疆水利,2002(01):01-08.
    [5]杨志荣,田兆光,安景生,等.新疆克孜尔水库地震危险性预测研究[J].地震,01,21(1):39-46.
    [6]龚鸿庆.关于新丰江水库地震的成因问题[J].华南地震1982(3):72-78.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心