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Dynamic variation characteristics of layered monitored land subsidence near a fast railway line

机译:快速铁路线附近分层监测土地沉降的动态变化特性

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摘要

The fast railway line B is a high-speed railway passengerpassageway in Beijing, with a total length of 40.75 km. In the plain area,the railway passes through the land subsidence area of Beijing from south tonorth, which poses a certain threat to the normal operation of a high-speedrailway. Using layered monitoring data for the period 2009–2014 fromstation A, this paper analyses dynamic changes in the annual subsidence rateand the rate and percentage of soil deformation at different depths, as wellas the compression deformation law of soil with different lithology anddepth with the change of the water level. The results show that (1) since2012, the proportion of shallow-layer (≤82 m) compression andsettlement contribution has gradually decreased, while the proportion ofdeep-layer (> 82 m) compression has significantly increased; (2) during the deformation process of layered soil, the amount of compression isclosely related to the change of groundwater level; and (3) the shallow, middleand deep strata show obvious viscoelastic–plastic deformationcharacteristics on the whole.
机译:快速的铁路线B是北京的高速铁路乘客坡,总长度为40.75公里。在平原地区,铁路通过南北北京地区的地区沉降区,这对高速拖放道的正常运行构成了一定的威胁。本文采用分层监测数据来自2009 - 2014年期间A,本文分析了年下沉量值的动态变化,不同深度的土壤变形率和百分比,与不同岩性曲线的土壤压缩变形规律有不同的变化水位。结果表明(1)自2012年以来,浅层(≤82m)压缩和缓和贡献的比例逐渐降低,而Deep-层(> 82米)压缩的比例显着增加; (2)在层状土壤的变形过程中,压缩量与地下水位的变化无关;和(3)浅,中德莱尔德深层展示了明显的粘弹性变形特征。

著录项

  • 作者

    Kaiwen Shi; Yong Luo;

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  • 年度 2020
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  • 原文格式 PDF
  • 正文语种 eng
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