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contributor authorWu Hui;Hu Liming;Wen Qingbo
date accessioned2019-02-26T07:58:52Z
date available2019-02-26T07:58:52Z
date issued2018
identifier other%28ASCE%29GM.1943-5622.0001139.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250657
description abstractElectrokinetic geosynthetics (EKG) has been used as an electrode to perform electroosmotic consolidation for the improvement of soft soil. To use previous analytical theories to analyze the drainage and consolidation behavior of soil mass, the band-shaped EKG electrodes need to be converted to cylindrical electrodes; however, no definitive principle for this conversion is available. In the present study, six commonly used equivalent equations for a prefabricated vertical drain (PVD) were proposed for the conversion of the EKG electrode, and a numerical model was developed to evaluate their validity in terms of electric current, average degree of consolidation, and surface settlement. The effects of electrode configuration and electrode dimensions are also discussed based on the numerical results. Considering the overall performance on the analysis of the electroosmotic consolidation process, the equivalent equations were recommended to convert the band-shaped electrode to a cylindrical electrode. The electrode configuration and electrode dimensions showed a significant effect on the electroosmosis process. The hexagonal electrode configuration presented larger electric current, average degree of consolidation, and settlement than the parallel and rhombic electrode configurations. With the increase in electrode width and thickness, the electric current, average degree of consolidation, and settlement increased.
publisherAmerican Society of Civil Engineers
titleNumerical Assessment of Equivalent Radius for Electrokinetic Geosynthetics Electrodes during Electroosmotic Consolidation
typeJournal Paper
journal volume18
journal issue5
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0001139
page4018024
treeInternational Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 005
contenttypeFulltext


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