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- W2022041346 abstract "Based on the analytical solutions of pore-water pressure and settlement. Problems of the one-dimensional thermal consolidation of saturated soil considering three different permeabilities were analyzed. Aiming at each permeability of thermal consolidation theory, compared with the corresponding Terzaghis consolidation theory, the one-dimensional thermal consolidation behaviour of saturated soil was analyzed in terms of excess pore-water pressure, the settlement. The results show that the permeability plays an important role in the thermal consolidation. The more permeability, the quicker pore-water pressure dissipation and the rate of settlement. Settlement of ground is more sensitive to temperature condition than the excess pore-water pressure. The behaviour of excess pore-water pressure in the process of thermal consolidation is very similar to the corresponding Terzaghis theory." @default.
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- W2022041346 date "2014-04-01" @default.
- W2022041346 modified "2023-10-02" @default.
- W2022041346 title "Analysis of One-Dimensional Thermal Consolidation for Saturated Soil Considering Different Permeabilities" @default.
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- W2022041346 doi "https://doi.org/10.4028/www.scientific.net/amr.919-921.641" @default.
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