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                      Frost heave modeling with thermos-hydro-mechanical coupling for lined canal
                                in coldregions considering solar radiation and its application

                                                 1
                                                                                     1
                                  JIANG Haoyuan ,WANG Zhengzhong    1,2 ,LIU Quanhong ,
                                                 1              1                1
                                       WANG Yi ,TAN Zhixiang ,MENG Xiaodong
                   (1. a. Cold and Arid Regions Water Engineering Safety Research Center,b. Key Laboratory of Agricultural Soil and Water Engineering
                          in Arid and Semiarid Areas of Ministry of Education,Northwest A&F University,Yangling  712100,China;
                  2. State Key Laboratory of Frozen Soil Engineering,Northwest Institute of Eco-Environment and Resources,Lanzhou  730000,China)


                   Abstract: The sun shading caused by the canal orientation leads to the sunny-shady slope effect, which
                   brings about the asymmetrical distribution of moisture, heat and deformation of a canal in cold regions. In
                   order to explore the influence of solar radiation on canal frost heave damage,a shadow calculation method
                   of canal was proposed and thermal boundary balance equation was established based on radiation algorithm,
                   using HOTTEL clear sky model. Next, a coupled thermo-hydro-mechanical model was proposed based on
                   the frost heave theory of frozen soil, considering the interaction of “environment-frozen soil-engineering” .
                   Based on the on-site monitoring data of large-scale canal going from "E-W" in cold regions, the simula⁃
                   tion method is verified and the coupled effect of temperature field,moisture field and deformation field and
                   the asymmetry & asynchrony development are systematically analyzed. The simulation results show that solar
                   radiation and shady slope shading cause obvious differences in the thermal boundary between the shady and
                   sunny slopes. The difference in daily average temperature can reach 3.5℃ , causing the shady slope to
                   freeze 15 days earlier than the sunny slope and 1 day later to melt with the maximum difference of 31 cm
                   in freezing depth. The ice content of the shady slope during the freezing period is significantly higher than
                   that of the sunny slope,while the ice melting on the sunny slope during the melting period is faster,and
                   the moisture field is distributed in strips. The maximum frost heave deformation of the slope slab and bot⁃
                   tom slab occurs at 1/4~1/3 slope and near the sunny slope respectively, and the development of frost
                   heave deformation between the shady and sunny slopes is obvious with the maximum difference of 4.0 cm.
                   The above characteristics of asymmetric and asynchrony freezing all arise from the difference of temperature
                   gradient and freezing rate caused by space effect of solar radiation and time effect of diurnal temperature
                   difference. Therefore,reasonable suggestions for the selection of the thermal boundary of the frost heave nu⁃
                   merical simulation are given. The results can provide a theoretical basis for the design of anti-frost heave,
                   review and repair of the large-scale canal in cold-arid regions.
                   Keywords: a cold-region canal; solar radiation; thermo-hydro-mechanics coupling of frozen soil; asymme⁃
                   try development;thermal boundary;freezing rate

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