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A platform for research: civil engineering, architecture and urbanism
Coupled modelling of artificial freezing along clay-sand interface under seepage flow conditions
Abstract The artificial freezing in the clay-sand stratum under seepage flow conditions involves the hydro-ice-salt-crystalline-thermal-mechanical coupling process. A theoretical model is derived to investigate the influences of water seepage on the freezing process in the clay-sand stratum. The good agreements between the results from the theoretical model and laboratory tests in the literature verified the accuracy of the proposed model. Parametric studies are conducted to investigate the influences of the seepage velocities and temperature gradients on the spatial distributions. It is found that the ice contents, crystalline salt contents and adsorbed salt contents distribution profiles in the clay-sand stratum are nonlinearly distributed with a cliff distribution curve existing on their interface. The crystalline salt contents in the clay layer are higher than those in the sand layer due to the influence of water seepage and heat transfer. The adsorbed salt contents in the frozen area account for 2% of the total salt contents, but those in the unfrozen area account for 8% of the total salt contents. Due to the volume expansion caused by the soil skeleton deformation, thickness of fractional ice, ice frost heave deformation and salt swelling deformation, the soil deformation distribution curves in the clay-sand stratum are in a bilinear shape.
Highlights Theoretical model is derived to investigate the influences of water seepage on artificial freezing along clay-sand interface. The components spatial distributions under different seepage velocities and temperature gradients in the clay-sand stratum are analyzed. The proposed model is capable to calculate the artificial and seasonal frozen in the non-uniform soil stratum.
Coupled modelling of artificial freezing along clay-sand interface under seepage flow conditions
Abstract The artificial freezing in the clay-sand stratum under seepage flow conditions involves the hydro-ice-salt-crystalline-thermal-mechanical coupling process. A theoretical model is derived to investigate the influences of water seepage on the freezing process in the clay-sand stratum. The good agreements between the results from the theoretical model and laboratory tests in the literature verified the accuracy of the proposed model. Parametric studies are conducted to investigate the influences of the seepage velocities and temperature gradients on the spatial distributions. It is found that the ice contents, crystalline salt contents and adsorbed salt contents distribution profiles in the clay-sand stratum are nonlinearly distributed with a cliff distribution curve existing on their interface. The crystalline salt contents in the clay layer are higher than those in the sand layer due to the influence of water seepage and heat transfer. The adsorbed salt contents in the frozen area account for 2% of the total salt contents, but those in the unfrozen area account for 8% of the total salt contents. Due to the volume expansion caused by the soil skeleton deformation, thickness of fractional ice, ice frost heave deformation and salt swelling deformation, the soil deformation distribution curves in the clay-sand stratum are in a bilinear shape.
Highlights Theoretical model is derived to investigate the influences of water seepage on artificial freezing along clay-sand interface. The components spatial distributions under different seepage velocities and temperature gradients in the clay-sand stratum are analyzed. The proposed model is capable to calculate the artificial and seasonal frozen in the non-uniform soil stratum.
Coupled modelling of artificial freezing along clay-sand interface under seepage flow conditions
Gao, Guoyao (author) / Guo, Wei (author) / Ren, Yuxiao (author)
2023-04-13
Article (Journal)
Electronic Resource
English
Large-scale laboratory tests on artificial ground freezing under seepage-flow conditions
| British Library Online Contents | 2012
Large-scale laboratory tests on artificial ground freezing under seepage-flow conditions
| Online Contents | 2012