THERMAL SCIENCE
International Scientific Journal
NUMERICAL SIMULATION CONSIDERING THE EFFECT OF UNEVEN FROST HEAVE ON TUNNEL STRUCTURE IN COLD REGIONS
ABSTRACT
Freezing damage is one of the main diseases of tunnels in cold regions. Water storage behind the lining is a necessary condition for freezing damage. Compared with the previous condition of uniform water storage behind the lining, this paper explores the influence of water storage and frost heave at different positions on tunnel structure in cold regions. Based on the theory of thermo-hydro-mechanical coupling. The finite element model of tunnel surrounding rock in cold area under different positions and different water content is established and compared by using COMSOL software, the mechanical characteristics of tunnel lining under different water storage positions behind the lining are studied, and the influence of frost heave at different positions on tunnel structure is explored. The numerical simulation results show that no matter where the local water storage area is located, the area with the largest frost heave force is located in the lining structure, close to the surrounding rock. Different local water storage positions will also have different influences on the tunnel structure. In the same water storage area, the frost heave force will increase with the decrease of temperature.
KEYWORDS
PAPER SUBMITTED: 2021-03-02
PAPER REVISED: 2021-04-05
PAPER ACCEPTED: 2021-06-22
PUBLISHED ONLINE: 2021-12-24
THERMAL SCIENCE YEAR
2021, VOLUME
25, ISSUE
Issue 6, PAGES [4545 - 4552]
- Gatmiri, B., et al., A Formulation of Fully Coupled Thermal-Hydraulic-Mechanical Behaviour of Saturated Porous Media-Numerical Approach, International Journal for Numerical & Analytical Methods in Geomechanics, 21 (1997), 3, pp. 199-225
- Harlan, R. L., Analysis of Coupled Heat-Fluid Transport in Partially Frozen Soil, Water Resources Research, 9 (1973), 5, pp. 1314-1323
- Taylor, G. S., et al., A Model for Coupled Heat and Moisture Transfer during Soil Freezing, Canadian Geotechnical Journal, 15 (1978), 4, pp. 548-555
- Wang, Z., et al., Numerical Simulation of Water-Heat Coupled Movements in Seasonal Frozen soil, Mathematical and Computer Modelling, 54 (2011), 4, pp. 970-975
- Barton, N., et al., Strength, Deformation and Conductivity Coupling of Rock Joints, International Journal of Rock Mechanics & Mining Sciences & Geomechanics Abstracts, 22 (1985), 3, pp. 121-140
- Comini, G., et al., Finite Element Solution of Non-Linear Heat Conduction Problems with Special Reference to Phase Change, International Journal for Numerical Methods in Engineering, 8 (1974), 3, pp. 613-624
- Zhou, J., et al., A Moving-Pump Model for Water Migration in Unsaturated Freezing Soil, Cold Regions Science and Technology, 104 (2014), 9, pp. 14-22
- Li, S., et al., The Coupled Moisture‐Heat Process of Permafrost Around a Thermokarst Pond in Qinghai‐ Tibet Plateau under Global Warming, Journal of Geophysical Research Earth Surface, 119 (2014), 4, pp. 836-853
- He, Y., et al., Analysis of Coupled Heat, Moisture and Air Transfer in a Deformable Unsaturated, Geotechnique, 45 (1995), 4, pp. 677-689
- Liu, Z., et al., Coupled Thermo-Hydro-Mechanical Model for Porous Materials under Frost Action: Theory and Implementation, Acta Geotechnica, 6 (2011), 2, pp. 51-65
- Bai, Q., et al., Equations and Numerical Simulation for Coupled Water and Heat Transfer in Frozen Soil, Chinese journal of geotechnical engineering, 37 (2015), 2, pp. 131-136
- Lu, N., et al., Unsaturated Soil Mechanics, John Wiley and Sons Inc., New York, USA, 2004