土工基础 ›› 2020, Vol. 34 ›› Issue (3): 296-300.

• 工程实录 • 上一篇    下一篇

郑徐客运专线区域地面沉降的影响与应对措施分析

倪岳艳   

  1. (中铁第四勘察设计院集团有限公司,武汉 430063)
  • 收稿日期:2019-12-03 修回日期:2019-12-11 出版日期:2020-06-20 发布日期:2020-06-21
  • 作者简介:倪岳艳(1988-),女,工程师,研究方向为铁路路基设计。

Impact of Regional Ground Subsidence on the Zhengxu Passenger Rail Line

NI Yueyan   

  1. (China Railway Siyuan Survey and Design Group Co. Ltd., Wuhan 430063)
  • Received:2019-12-03 Revised:2019-12-11 Online:2020-06-20 Published:2020-06-21

摘要: 受地下水大面积开采或抽取影响,郑徐客运专线沿线地下水降低引起了严重的区域地面沉降问题,形成了多个以城镇为中心的大型降水漏斗。通过对沿线地层及含水层特点、地下水开采状况、地面沉降现状、开采地下水引起地下水渗流场变化等调研分析,依托Visual Modflow软件模拟地下水水位变化,分析地下水流场及降水漏斗范围,并通过建立地面沉降数学模型,来预测地下水水位下降引发地面沉降发展趋势。根据评估结果对沉降严重的重点地段建立了沉降监测系统,综合监测以及预测评估成果分析评价沿线区域地面沉降对工程的影响,并提出了相应防治对策和应对措施,供类似高铁勘察设计、施工、运营养护阶段决策应对参考。

关键词: 郑徐客运专线, 区域地面沉降, 预测评估, 影响分析, 工程措施

Abstract: The comprehensive investigations indicate that a largescale regional ground subsidence is developing along the Zhengxu Passenger Rail Line induced by the excessive groundwater extraction. These ground subsidence cones are formed centered at the urban area. The geological and hydrogeological characteristics of the soil strata along the rail alignment, groundwater extraction conditions, change of seepage boundary conditions due to the groundwater extracting are evaluated. The groundwater level change was simulated by using Visual Modflow software so that the groundwater seepage field, limits of the settlement cone induced by the groundwater level changes could be obtained. Based on the simulation results, areas with severe ground subsidence potential were instrumented and monitored to provide long term data for the safe operation of the passenger rails.

Key words: Zhengxu Passenger Rail Line, Regional Ground Subsidence, Prediction and Evaluation, Impact Analysis, Engineering Measures

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