Large-Strain Nonlinear Thaw Consolidation Analysis of the Inuvik Warm-Oil Experimental Pipeline Buried in Permafrost-Reference-Cited by-同舟云学术

Large-Strain Nonlinear Thaw Consolidation Analysis of the Inuvik Warm-Oil Experimental Pipeline Buried in Permafrost

Published:2019-03 Issue:1 Volume:33 Page:04018014
ISSN:0887-381X
Container-title:Journal of Cold Regions Engineering
language:en
Short-container-title:J. Cold Reg. Eng.

Author:

Dumais Simon¹,Konrad Jean-Marie²

Affiliation:

1. Graduate Student, Dept. of Civil and Water Engineering, Université Laval, 1065, Ave. de la Médecine, Québec, QC G1V 0A6, Canada (corresponding author).

2. Professor, Dept. of Civil and Water Engineering, Université Laval, Québec, QC G1V 0A6, Canada.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CR.1943-5495.0000179

Reference17 articles.

1. A generalized thermal conductivity model for soils and construction materials

2. A Non-Linear Theory of Consolidation

3. Dumais S. and J.-M. Konrad. 2016. “Compressibility and hydraulic conductivity of thawed fine-grained permafrost.” In Proc. 11th Int. Symp. on Cold Regions Development: Energy Development in Cold Regions. Incheon South Korea: International Association for Cold Region Development Incheon National Univ.

4. One-dimensional large-strain thaw consolidation using nonlinear effective stress – void ratio – hydraulic conductivity relationships

5. The theory of one-dimensional consolidation of saturated clays. II. Finite nonlinear consolidation of thick homogeneous layers

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