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花岗岩风化槽区段运营地铁沉降原因及防治研究

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通过长达10年对广州地铁6号线柯木塱站及邻近盾构隧道沉降监测成果的统计,分析沉降形态和规律,并结合地质调查,认为形成沉降的原因是:沉降地段位于不良地质条件的花岗岩风化(深)槽区段,上覆有全新世古河道沉积的富水砂层;随着人口增加,地下水抽采量倍增;地面硬化、有组织排水等工程的实施,使天然雨水渗入地下的水量大大降低,雨水-地下水循环失衡,三者的耦合作用,导致该区域地下水位持续下降,隧道、车站以及地面也同步正相关沉降.针对上述问题,采用控制超采地下水和改扩容公共自来水的措施,实施后地下水位明显抬升,地面和隧道沉降速率大幅下降,局部点有所抬升,隧道趋稳.
Research on the Causes and Prevention of Subsidence of Operating Subway in the Granite Weathering Trough Section
Through tracking the settlement monitoring results of the Kemulang station and its adjacent shield tunnels of Guangzhou Metro Line 6 for 10 years,statistical analysis of settlement patterns and laws,combined with Geological survey,it is believed that the causes of settlement are:the settlement section is located in the granite weathering(deep)trough section with unfavorable geological conditions,covered with water rich sand layer deposited by the Holocene ancient river channel.Overextraction of groundwater as the population increases.The imbalance of rainwater groundwater circulation caused by the implementation of projects such as ground hardening and organized drainage,which greatly reduces the amount of natural rainwater that seeps into the ground.The coupling effect of the three leads to a continuous decrease in the groundwater level in the area,and synchronous positive correlation settlement of the tunnel,station,and ground.Decision making in response to the above issues:controlling overexploitation of groundwater;change and expand the capacity of public tap water.After implementation,the groundwater level significantly increased,the rate of ground and tunnel settlement significantly decreased,and some local points rose,resulting in a stable tunnel.

subway operating tunnelssubway stationsgranite weathering troughgroundwater extractionsettlementcauses and prevention

竺维彬、张华、米晋生、黄驰、陈建党、胡怡东

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广州地铁集团有限公司,广州 510330

广州地铁设计研究院股份有限公司,广州 510010

中国岩石力学与工程学会工程实例专委会,广州 510330

广州地铁集团安监部,广州 510330

广州地铁建设管理有限公司,广州 510330

广州地铁运营事业总部,广州 510330

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地铁运营隧道 地铁车站 花岗岩风化槽 抽采地下水 沉降 原因及防治

2024

路基工程
中铁二局集团有限公司,西南交通大学,中铁二院工程集团有限责任公司

路基工程

影响因子:0.36
ISSN:1003-8825
年,卷(期):2024.(3)
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