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contributor authorHenry E. Cardenas
contributor authorLeslie J. Struble
date accessioned2017-05-08T21:18:28Z
date available2017-05-08T21:18:28Z
date copyrightNovember 2008
date issued2008
identifier other%28asce%290899-1561%282008%2920%3A11%28683%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46381
description abstractElectrokinetic nanoparticle treatments have been demonstrated to reduce the permeability of hardened cement paste by orders of magnitude. The origin of this approach stems from the tendency of particles to flocculate and precipitate when they make contact with pore fluid. The feasibility of a given treatment application is dependent upon the transport properties of the particle and of the cement paste. It is theorized that this process causes particles to fill the initial sections of pores to a large extent before further penetration is achieved. In this work a model was developed to predict the rate of penetration of a given nanoparticle treatment using the principle of superposition to combine the influence of electrophoresis, electroosmosis, and hydraulic flow. The model finds the penetration depth by dividing the net transport rate by the effective number of degrees of freedom in the pore system and multiplying by the treatment time. The model was found to compare well with experimental results, both for predicting if a penetration is possible and for predicting the extent of penetration.
publisherAmerican Society of Civil Engineers
titleModeling Electrokinetic Nanoparticle Penetration for Permeability Reduction of Hardened Cement Paste
typeJournal Paper
journal volume20
journal issue11
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2008)20:11(683)
treeJournal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 011
contenttypeFulltext


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