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

Simon Dumais | Zendy; JeanMarie Konrad | Zendy

Open Access

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

Author(s) -

Simon Dumais,

JeanMarie Konrad

Publication year - 2017

Publication title -

canadian geotechnical journal

Language(s) - Uncategorized

Resource type - Journals

SCImago Journal Rank - 2.032

H-Index - 118

eISSN - 1208-6010

pISSN - 0008-3674

DOI - 10.1139/cgj-2017-0221

Subject(s) - consolidation (business) , geotechnical engineering , void ratio , hydraulic conductivity , advection , effective stress , nonlinear system , thermal conduction , mechanics , boundary value problem , pore water pressure , soil water , materials science , geology , thermodynamics , mathematics , soil science , physics , composite material , mathematical analysis , accounting , quantum mechanics , business

A one-dimensional model for the consolidation of thawing soils is formulated in terms of large-strain consolidation and heat-transfer equations. The model integrates heat transfer due to conduction...

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