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地铁双线隧道下穿既有车站冻结加固冻胀控制措施

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针对城市长距离大断面地下空间冻结工程的冻胀特性问题,依托上海地铁 18号线国权路站双线隧道下穿既有车站冻结工程,基于热力耦合方程,利用有限元软件建立三维数值模型,结合室内试验所得物理参数,研究该工程的冻胀位移场演化规律,并探究错峰冻结、调整盐水温度等措施对冻胀位移场的影响规律。在本试验条件下,研究结果表明:①冻胀引起的车站底板变形主要发生于积极冻结期;双线隧道同时冻结模式下,冻结45d时车站底板竖向位移量达到冻结90d时竖向位移量的 77。72%。②冻结 90d时,错峰冻结工况下车站底板竖向位移量较双线隧道同时冻结时减小了 7。7%,表明错峰冻结避免了同一时间段内的冻胀叠加效应,一定程度上降低冻胀效应。③冻结 90d时,调整盐水温度工况下车站底板竖向位移量较温度调控前减小 34。2%;表明调整盐水温度可控制冻土扩展速率,有效降低冻胀效应。实际工程中,采用错峰冻结、调整盐水温度等措施协同控制冻胀,车站底板最大竖向位移为 25。41 mm;数值模拟所得车站底板抬升规律与实测数据基本一致,有效指导了工程施工。
Frost heave control measures for the frozen double-line tunnel undercrossing an operation station
Aiming at the frost heave characteristics of long-distance and large-section underground freezing projects in cit-ies,the double-line tunnel of Shanghai Metro Line 18 undercrossing an operation station was select as an example,a three-dimensional numerical model was established by using finite element software based on the thermal-mechanical coupling equation.Combined with the physical parameters obtained from laboratory tests,the evolution law of frost heave displace-ment field of the project was studied,and the influence of measures such as the staggered peak freezing and the adjust-ment of brine temperature on the frost heave displacement field was explored.Under the experimental conditions,the res-ults show that:①the deformation of the station floor caused by frost heave which mainly occurs in the active freezing period.When the double-line tunnel is frozen at the same time,the vertical displacement of the station floor at 45days of freezing reaches 77.72%of the displacement at 90 days of freezing.②When the freezing time reaches 90 days,compared with simultaneous freezing,the displacement of the station floor reduced by 7.7%under the condtion of staggered peak freezing.The superposition effect of frost heave in the same time period is effectively avoided,and the frost heave effect is reduced to a certain extent.③When the freezing time reaches 90 days,compared with simultaneous freezing,the dis-placement of the station floor reduced by 34.2%under the condtion of adjusting the brine temperature,it shown that the expansion rate and frost heave effect of frozen soil are effectively controlled.In engineering practice,measures such as staggered freezing and adjusting brine temperature are used together to control frost heave,and the maximum vertical de-formation of the station floor is 25.41 mm.The deformation law of the station floor obtained by numerical simulation is basically consistent with the measured data,which effectively guided the construction of the project.

tunnelsubway stationfrost heaveunderground spacenumerical analysis

陈湘生、丁航、李方政、陈曦、高伟、王恒、王磊、陈汉青

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煤炭科学研究总院,北京 100013

深圳大学土木与交通工程学院,广东深圳 518060

深圳大学未来地下城市研究院,广东深圳 518060

隧道 地铁车站 冻胀 地下空间 数值分析

国家自然科学基金重大项目天地科技股份有限公司科技创新创业资金青年项目国家自然科学基金青年基金

520900842022-2-TD-QN01052008197

2024

煤炭学报
中国煤炭学会

煤炭学报

CSTPCD北大核心
影响因子:3.013
ISSN:0253-9993
年,卷(期):2024.49(1)
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