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.
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