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Stress and pore pressure in saturated clay subjected to heat from radioactive waste: a numerical simulation

Publication ,  Journal Article
Chenmin Ma; Hueckel, T
Published in: Canadian Geotechnical Journal
January 1, 1992

Some effects of temperature increase due to the emplacement of radioactive waste on the mechanical and hydraulic behavior of saturated clays are studied numerically. A mass-transfer model is adopted which simulates a possible degeneration of adsorbed water into bulk water at temperatures up to 150°C. In contrast with a previous paper by the authors the heat output decreases with time to realistically simulate the effect of nuclear waste. Numerical results show that in the vicinity of the line heat source, a much lower value of excess pore pressure and faster propagation of the excess pore-pressure front are obtained because of the substantial increase in permeability arising from the adsorbed water degeneration at elevated temperatures. -from Authors

Duke Scholars

Published In

Canadian Geotechnical Journal

DOI

ISSN

0008-3674

Publication Date

January 1, 1992

Volume

29

Issue

6

Start / End Page

1087 / 1094

Related Subject Headings

  • Geological & Geomatics Engineering
  • 4019 Resources engineering and extractive metallurgy
  • 4005 Civil engineering
  • 0907 Environmental Engineering
  • 0905 Civil Engineering
 

Citation

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Chenmin Ma, & Hueckel, T. (1992). Stress and pore pressure in saturated clay subjected to heat from radioactive waste: a numerical simulation. Canadian Geotechnical Journal, 29(6), 1087–1094. https://doi.org/10.1139/t92-125
Chenmin Ma, and T. Hueckel. “Stress and pore pressure in saturated clay subjected to heat from radioactive waste: a numerical simulation.” Canadian Geotechnical Journal 29, no. 6 (January 1, 1992): 1087–94. https://doi.org/10.1139/t92-125.
Chenmin Ma, Hueckel T. Stress and pore pressure in saturated clay subjected to heat from radioactive waste: a numerical simulation. Canadian Geotechnical Journal. 1992 Jan 1;29(6):1087–94.
Chenmin Ma, and T. Hueckel. “Stress and pore pressure in saturated clay subjected to heat from radioactive waste: a numerical simulation.” Canadian Geotechnical Journal, vol. 29, no. 6, Jan. 1992, pp. 1087–94. Scopus, doi:10.1139/t92-125.
Chenmin Ma, Hueckel T. Stress and pore pressure in saturated clay subjected to heat from radioactive waste: a numerical simulation. Canadian Geotechnical Journal. 1992 Jan 1;29(6):1087–1094.

Published In

Canadian Geotechnical Journal

DOI

ISSN

0008-3674

Publication Date

January 1, 1992

Volume

29

Issue

6

Start / End Page

1087 / 1094

Related Subject Headings

  • Geological & Geomatics Engineering
  • 4019 Resources engineering and extractive metallurgy
  • 4005 Civil engineering
  • 0907 Environmental Engineering
  • 0905 Civil Engineering