{'fraction_non_alphanumeric': 0.01981399110392236, 'fraction_numerical': 0.00983960102439682, 'mean_word_length': 5.0670482420278, 'pattern_counts': {'":': 0, '<': 0, '<?xml version=': 0, '>': 0, 'https://': 1, 'lorem ipsum': 0, 'www.': 0, 'xml': 0}, 'pii_count': 0, 'substrings_counts': 0, 'word_list_counts': {'cursed_substrings.json': 0, 'profanity_word_list.json': 0, 'sexual_word_list.json': 0, 'zh_pornsignals.json': 0}}
Study on environmental impact of artificial horizontal freezing method in subway connecting passage

When the subway is built in complex urban strata, especially when excavating near buildings, it is necessary to strictly control the freezing amount by adopting artificial freezing method. At present, the theoretical calculation is aimed at the frozen rise under ideal conditions, but for complex geological conditions, the simplified model results are difficult to meet the actual requirements. However, numerical calculation can adapt to complex strata and complex boundary conditions. Therefore, in this paper, the environmental impact of artificial horizontal freezing method in subway connecting passage is studied by numerical simulation, and the change of thermophysical parameters with the change of temperature field is considered in the simulation. The simulation method in this paper provides guidance for actual construction.


Introduction
Two centuries ago, the problem of frost heave has attracted the attention of engineering circles, but its frost heave mechanism is not clear. After that, a large number of studies were carried out in academic circles, and it was not realized until more than 50 years ago that the essence of frost heave is water migration. In the 1960s, Everett [1] first put forward the theory of frost heave, which explained the reason of frost heave from the mechanism and derived the value of frost heave from the theory. However, some details have been fully explained, such as how discontinuous lenses are formed in ice after water is frozen. Subsequently, Miller [2] assumed that there is a frozen surface in the frozen material, and there is a phase change zone in front of the frozen surface, which has low water content, low thermal conductivity and no frost heave. This theory also became the second frost heave theory.
Freezing method is also commonly used in shaft excavation. Jessberger H L[3] uses numerical calculation and centrifugal model test to quantitatively study the freezing temperature field and displacement field of shaft, and the results of the two methods are highly consistent, which can provide reference results for related research.
With the development of science and technology, Xray has also been used to detect the position of freezing front. For example, Satoshi Akagawa [4] determined the freezing thickness by improving the test equipment and pressurizing in the sample chamber, and based on this, established the theory of freezing expansion control.
Muto Y and Watanabe K [5] innovatively studied the microstructure change process of freezing front under constant temperature freezing condition. The experiment showed that the greater the freezing thickness, the greater the growth rate of ice lens. Black [6] obtained that the flow of unfrozen water in the phase change zone in front of the freezing front also conforms to Darcy's law through laboratory meso-tests. Japan's Yoshiki Miyata [7] put forward macro frost heave theory based on water migration theory, heat transfer theory and mechanical energy balance equation, which laid a foundation for engineering control of frost heave.
Talamucci [8] proposed to establish a mathematical model of frost heaving in porous media from more comprehensive factors, in which the water migration is due to the coupling effect of chemical potential and pressure gradient, and the model also includes the frost heaving of soil caused by water migration.
In this paper, three-dimensional thermal-mechanical coupling method is used. Firstly, a three-dimensional complex temperature field model is established, and the temperature field is obtained. On this basis, the frozen swelling of soil is calculated. This method can ensure that the thermodynamic and physical parameters of any point of soil change with the change of temperature, which makes the results more accurate.

Numerical model
The finite element model of frost heave displacement of three-dimensional subway connecting passage is shown in Figure 1. When dividing grids, the grids near the , 04023 (2020) E3S Web of Conferences ISCEG 2020 https://doi.org/10.1051/e3sconf/202019804023 connecting channel are dense, and the stress field model and the grids of the temperature field model must be consistent, which requires stress and displacement analysis, so the heat conduction element cannot be used, and the 3D Stress element type should be used instead.

2.1Model Parameters
Three-dimensional frost heaving simulation of connecting channel does not involve soil damage, so the soil parameters are mainly simulated by elastic model, and the stress unit type is C3D8, Calculation parameters and values of frozen expansion are shown in Table 1 below.

2.2Boundary Conditions
The soil is affected by gravity, and there is no load on the surface; The bottom of the soil is completely restrained in three directions, the four sides of the soil are respectively restrained in the normal direction, and the subway tunnel needs to be completely restrained. The initial temperature field of soil is the temperature field at the beginning of freezing, and the end temperature field is the temperature field at the end of freezing, as shown in Figure 2.

Calculation results
When there are pipelines near the local surface and subway, frost heave should be considered in the construction of connecting passage freezing method, so it is necessary to investigate the frost heave in the surface and stratum. The numerical simulation results for these two problems are as follows:         It can be known from figure 9 and figure 11 that the vertical displacement directly above the ground surface in the horizontal freezing area of the communication channel is up to 5cm, and the displacement away from the area directly above the freezing area is getting smaller and smaller, where the freezing temperature is -25 degrees, the maximum value of the frozen expansion coefficient is 3.4%, and its influence area exceeds 45m along the freezing pipe direction and 25m along the tunnel direction.

Figure 12. Comparison between finite element calculation and actual measurement.
It can be seen from figure 12 that the measured frost heave displacement is basically consistent with the frost heave obtained by finite element simulation, which shows that the indirect thermal coupling method adopted in this paper is reliable, and can be used for reference in design and construction, and also lays a foundation for subsequent control of frost heave.

Conclusion
During the process of soil freezing, soil expansion will change the stress field of soil in its original state. When there are buildings around the freezing construction and the maximum displacement of soil frost heave is limited, it is necessary to control the frost heave range and amount of soil frost heave to ensure that the freezing construction will not have destructive influence on the surrounding area. In this paper, a three-dimensional thermo-mechanical coupling numerical model is used to simulate the frozen displacement field of the stratum when a subway connecting passage is frozen horizontally. The results show that the displacement near the frozen wall is larger, and the frozen surface is the largest just above the frozen area, and gradually decreases around. The results of this paper provide reliable and effective reference and guidance for design and construction.