[1]岳建刚.区域地面沉降对高速铁路的影响及对策分析[J].高速铁路技术,2026,(01):118-123.[doi:10.12098/j.issn.1674-8247.2026.01.017]
 YUE Jiangang.Impact of Regional Land Subsidence on the High-speed Railways and Countermeasures[J].HIGH SPEED RAILWAY TECHNOLOGY,2026,(01):118-123.[doi:10.12098/j.issn.1674-8247.2026.01.017]
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区域地面沉降对高速铁路的影响及对策分析()

《高速铁路技术》[ISSN:1674-8247/CN:51-1730/U]

卷:
期数:
2026年01期
页码:
118-123
栏目:
研究创新
出版日期:
2026-01-30

文章信息/Info

Title:
Impact of Regional Land Subsidence on the High-speed Railways and Countermeasures
文章编号:
1674-8247(2026)01-0118-06
作者:
岳建刚
(中铁第四勘察设计院集团有限公司, 武汉 430000)
Author(s):
YUE Jiangang
(China Railway Siyuan Survey and Design Group Co., Ltd., Wuhan 430000, China)
关键词:
高速铁路 抽采地下水 区域地面沉降 防治对策
Keywords:
high speed railways groundwater extraction regional land subsidence prevention and control measures
分类号:
U238; P642.26
DOI:
10.12098/j.issn.1674-8247.2026.01.017
文献标志码:
A
摘要:
某高速铁路位于黄泛冲积平原,沿线存在抽采地下水引发的地面沉降,沉降速率达44.06 mm/a,对高速铁路运营安全构成极大的威胁。通过高精度InSAR影像解译,分析并划分了沿线抽采地下水、采空区等引发的地面沉降段落,通过水文地质调查获得了沿线浅层地下水、深层地下水的补径排关系,利用GSM建立了“地下水渗流-地面沉降”的大型三维流固耦合模型,预测了未来一段时间内地面沉降的速率及趋势。研究结果表明:(1)浅层地下水下降20 m,地面沉降最大可达215 mm,地表沉降影响范围可达340 m;(2)中深层地下水在现状开采条件下,地面沉降将持续发展,沉降速率最大达17.5 mm/a;(3)针对区域地面沉降,提出了采用“有砟轨道”“可调支座”等工程措施,以期为高速铁路安全运营提供保障。
Abstract:
A high-speed railway is located in alluvial plain formed by the Yellow River flooding. Land subsidence induced by groundwater extraction along the line poses a serious threat to the operational safety of the railway, with a subsidence rate reaching 44.06 mm/a. Based on the interpretation of high-precision InSAR images, sections of land subsidence caused by groundwater extraction and goaf along the line were analyzed and divided. Through hydrogeological surveys, the recharge-flow-discharge relationships of both shallow and deep groundwater along the railway were identified. A large-scale three-dimensional fluid-solid coupling model of “groundwater seepage-land subsidence” was established using GSM to predict the rate and trend of land subsidence over a future period. The results indicate that:(1)A decline of 20 m in shallow groundwater can lead to a maximum land subsidence of 215 mm, with the surface subsidence impact extending up to 340 m.(2)Under current extraction conditions, land subsidence caused by middle-deep groundwater will continue to develop, with a maximum rate of 17.5 mm/a.(3)In response to regional land subsidence, engineering measures such as “ballasted track” and “adjustable bearings” were proposed to ensure the safe operation of high-speed railways.

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备注/Memo

备注/Memo:
收稿日期:2023-07-15
作者简介:岳建刚(1991-),男,工程师。
基金项目:中国国家铁路集团有限公司科技研究开发计划课题(2017G008-J)
更新日期/Last Update: 2026-01-30