Development of Bearing Capacity of Fine Grained Permafrost Deposits in Western Greenland Urban Areas Subject to Soil Temperature Changes-Reference-Cited by-同舟云学术

Development of Bearing Capacity of Fine Grained Permafrost Deposits in Western Greenland Urban Areas Subject to Soil Temperature Changes

Published:2012-08-17 Issue: Volume: Page:
ISSN:
Container-title:Cold Regions Engineering 2012
language:
Short-container-title:

Author:

Agergaard F. A.,Ingeman-Nielsen T.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784412473.009

Reference16 articles.

1. ACIA 2004. Impacts of a Warming Arctic. Technical report Arctic Climate Impact Assessment http://www.acia.uaf.edu Cambridge University Press 146p.

2. Agergaard F. and Ingeman-Nielsen T. 2011. Modelling unfrozen water content in a silty clay permafrost deposit. 2011 Pan-Am CGS Geotechnical Conference Toronto Canada.

3. Andersland O.B. and Ladanyi B. 2004. Frozen Ground Engineering. John Wiley & Sons Hoboken New Jersey 363p.

4. Effects of volumetric ice content and strain rate on shear strength under triaxial conditions for frozen soil samples

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