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倾斜仪基礅影响及零漂分析

丁建国 陆德明 狄梁 鲁宗良

地震地磁观测与研究2012,Vol.33Issue(5):255-260,6.
地震地磁观测与研究2012,Vol.33Issue(5):255-260,6.DOI:10.3969/j.issn.1003-3246.2012.05/06.048

倾斜仪基礅影响及零漂分析

Influence of inclinometer basement and analysis of the zero drift

丁建国 1陆德明 1狄梁 1鲁宗良1

作者信息

  • 1. 中国江苏215500,常熟地震台
  • 折叠

摘要

Abstract

Through distinction ananlysis against a life cycle observation data which we got from the three inclinometers in the deformation cave of the Changshu Seismic Station, we can find the basement influence and reasons which caused longterms zero drift. And then we can provide the method for the segregation of quantitatively determine and improve the procedure of instrument installatin. Analysis stated that sustained loading of base stone block will produce creep of concrete. The creeping against different thickness of the concrete will lead to base stone block tilt. The process is non-linear. It shows the development of exponentially distributed and run through the life cycle of the instrument.

关键词

地倾斜/基礅影响/零漂/徐变

Key words

ground tilt/ basement influenece/zero drift/creep

引用本文复制引用

丁建国,陆德明,狄梁,鲁宗良..倾斜仪基礅影响及零漂分析[J].地震地磁观测与研究,2012,33(5):255-260,6.

基金项目

2010年度中国地震局"三结合"基金课题"常熟台形变对比观测及背景源的定量分析" ()

地震地磁观测与研究

1003-3246

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