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首页> 外文期刊>Soil Dynamics and Earthquake Engineering >Pipeline damage caused by transient ground deformation: Case study of 2010 Darfield and 2011 Christchurch earthquakes
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Pipeline damage caused by transient ground deformation: Case study of 2010 Darfield and 2011 Christchurch earthquakes

机译:地面瞬态变形引起的管道破坏:以2010年达菲尔德地震和2011年克赖斯特彻奇地震为例

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摘要

The main goal of this work was to derive repair rate (RR) values as related to transient ground deformations (TGD) during 2010 Darfield and 2011 Christchurch earthquakes. Pipeline distribution and repair rate in areas of TGD during the earthquakes was also presented. Derived data is compared and plotted against data for major historic earthquakes. Using standard statistical methods, it was shown that the derived data is within 95% prediction band of historic regressions. Furthermore, new regression was developed for combined variants of PVC pipes and compared to regressions for cast iron and asbestos cement main pipelines. Finally, it was found that combining PGV intervals is of value in deriving RR points where isolated PGV intervals contain insufficient pipeline length.
机译:这项工作的主要目的是得出与2010年达菲尔德地震和2011年克赖斯特彻奇地震期间的瞬时地面变形(TGD)相关的修复率(RR)值。还介绍了地震期间三峡工程地区的管道分布和修复率。将得出的数据进行比较,并与主要历史地震的数据作图。使用标准的统计方法显示,得出的数据在历史回归的95%预测范围内。此外,针对PVC管道的组合变体开发了新的回归模型,并将其与铸铁和石棉水泥主管道的回归模型进行了比较。最后,发现在分离的PGV间隔包含不足管道长度的RR点中,组合PGV间隔是有价值的。

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