Optimization in the Use of Air Convection Embankments for the Protection of Underlying Permafrost

Jørgensen, Anders Stuhr; Ingeman‐Nielsen, Thomas

doi:10.1061/9780784412473.002

Cold Regions Engineering 2012 2012

DOI: 10.1061/9780784412473.002

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Optimization in the Use of Air Convection Embankments for the Protection of Underlying Permafrost

Anders Stuhr Jørgensen

Thomas Ingeman‐Nielsen

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Cited by 3 publications

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Simulation analysis of temperature field of permafrost roadbed

2019

E3S Web Conf.

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The finite element analysis model of roadbed temperature field in permafrost region is established with finite element software platform. By using this model, the temperature field of roadbed is compared and analysed, and the freezing-thawing depth and variation rule of roadbed are studied. The results showed that the actual freezing depth was 1.8m. With the increase of the climate warming temperature, the temperature field in the roadbed changes slowly, and the temperature at different depths increases. Due to the influence of climate warming, the roadbed was in a complete positive temperature state when the maximum freezing depth appeared after 20 years. The result shown that the time of the roadbed appeared in the maximum freezing depth was earlier, the time of the roadbed in the seasonal freezing area became shorter, and the maximum freezing depth decreased.

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Simulation analysis of temperature field of permafrost roadbed

2019

E3S Web Conf.

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Performance of Road Embankments on Seasonally-Frozen Peat Foundations with and without Corduroy Bases

Guzman

Alfaro

2016

J. Perform. Constr. Facil.

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Thermal Regime of Highway Embankments in the Arctic: Field Observations and Numerical Simulations

Guzman

Alfaro

Arenson

et al. 2021

J. Geotech. Geoenviron. Eng.

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Optimization in the Use of Air Convection Embankments for the Protection of Underlying Permafrost

Cited by 3 publications

References 5 publications

Simulation analysis of temperature field of permafrost roadbed

Simulation analysis of temperature field of permafrost roadbed

Performance of Road Embankments on Seasonally-Frozen Peat Foundations with and without Corduroy Bases

Thermal Regime of Highway Embankments in the Arctic: Field Observations and Numerical Simulations

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