Modelling artificial ground freezing subjected to high velocity seepage

Abstract

Artificial ground freezing (AGF) is a ground improvement technique for ensuring the safety of underground construction works in water-bearing soils. High velocity water transport in coarse-grain soils can prevent the ice wall formation in brine-based ground freezing methods. This can be overcome by using expendable refrigerants such as solid carbon dioxide and liquid nitrogen, which provide much lower temperatures. Presented here is a model for analysis and design of ground freezing by expendable refrigerants under high velocity seepage conditions. Non-local mathematical formulations of heat transfer and water flow in soils are developed within the framework of the Peridynamics theory. Their computational implementation uses an adaptive multi-grid peridynamic approach to analyse large domains efficiently. The simulations are tested successfully against several benchmarks. The developed model enables reliable analyses of the effects of main geological and technological parameters on the ice-wall delivery in the presence of groundwater flow.