Research Article
Oct 1978
Liquefaction of Thawed Layers in Frozen Soil
Publication: Journal of the Geotechnical Engineering Division
Volume 104, Issue 10
Abstract
A dynamic effective stress method is presented for assessing the liquefaction potential of thawed layers of saturated cohesionless soils sealed between frozen surface layers and permafrost. Such layers are common in Arctic regions. Analysis indicates that the liquefaction potential is increased by the presence of a frozen surface layer. The pore-water pressures created by dynamic stress gradients are redistributed upwards to regions of lower effective stresses, and they cannot dissipate because drainage is sealed off, thus leading to increased liquefaction potential. Within limits yet to be established, the coarser the soil, the greater the risk of liquefaction at low densities as upward redistribution of pore-water pressures is facilitated by increased permeability. Field data on liquefaction from the Alaska earthquake of 1964 are examined, and they appear to support the conclusions.
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Published In
Journal of the Geotechnical Engineering Division
Volume 104 • Issue 10 • October 1978
Pages: 1243 - 1255
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Oct 1978
Published online: Feb 11, 2021
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Authors
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W. D. Liam Finn, M.ASCE
Dean of Applied Sci., Prof. of Civ. Engrg., Univ. of British Columbia, Vancouver, B.C., Canada
Raymond N.Y. Yong, M.ASCE
William Scott Prof. of Civ. Engrg. and Applied Mechanics, McGill Univ., Montreal, Quebec, Canada
Kwok W. Lee
Research Assoc., Faculty of Applied Sci., Univ. of British Columbia, Vancouver, B.C., Canada
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.