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contributor authorAli Ghavam-Nasiri
contributor authorAbbas El-Zein
contributor authorDavid Airey
contributor authorR. Kerry Rowe
contributor authorAbdelmalek Bouazza
date accessioned2019-09-18T10:41:11Z
date available2019-09-18T10:41:11Z
date issued2019
identifier other%28ASCE%29GM.1943-5622.0001425.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260268
description abstractA multiphase, thermohydro-mechanical model of unsaturated soils is presented to assess the risk of desiccation of a geosynthetic clay liner (GCL) in a composite lining system (i.e., a high-density polyethylene geomembrane over a geosynthetic clay liner) under conditions encountered in brine or solar ponds, where temperatures can reach up to 95°C and the geosynthetic clay liner is subject to low effective stress. The model considers void ratio and temperature-dependent soil–water characteristic curves (SWCCs) for needle-punched GCLs. The model was validated against results from experimental column studies.
publisherAmerican Society of Civil Engineers
titleNumerical Simulation of Geosynthetic Clay Liner Desiccation under High Thermal Gradients and Low Overburden Stress
typeJournal Paper
journal volume19
journal issue7
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0001425
page04019069
treeInternational Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 007
contenttypeFulltext


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