Preparation and rheological characterization of asphalt binders reinforced with layered silicate nanoparticles

Zare-Shahabadi, Abolfazl; Shokuhfar, Ali; Ebrahimi-Nejad, Salman

doi:10.1016/j.conbuildmat.2009.12.013

Cited by 132 publications

(59 citation statements)

References 31 publications

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“…Thus, ion-exchange reactions with quaternary ammonium salts with alkyl chains are required in order to render the nanoclay compatible with bitumen. Furthermore, a larger interlayer distance facilitates the insertion of the bitumen molecules in-between the layers during melt blending [3,12]. Depending on the extent of insertion, different morphologies are distinguished (from poor to high quality): flocculated silicate platelets, intercalated and exfoliated structures [10,11,13].…”

Section: Introductionmentioning

confidence: 99%

“…In this regard, its mechanical behaviour is highly influenced by the temperature, in such a way that, at low temperature, bitumen becomes fragile (thermal cracking), whilst at high temperature, it may undergo permanent deformation (rutting) [1]. Additionally, bitumen can also undergo ageing provoked by oxygen diffusion and UV radiation, which increases its thermal susceptibility and provoke premature fail [2,3].…”

Section: Introductionmentioning

confidence: 99%

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Effect of shear processing on the linear viscoelastic behaviour and microstructure of bitumen/montmorillonite/MDI ternary composites

Ortega¹,

Navarro²,

García‐Morales³

et al. 2017

Journal of Industrial and Engineering Chemistry

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. (2017) Effect of shear processing on the linear viscoelastic behaviour and microstructure of bitumen/montmorillonite/MDI ternary composites. Journal of Industrial and Engineering Chemistry. Permanent WRAP URL: http://wrap.warwick.ac.uk/84825 Copyright and reuse:The Warwick Research Archive Portal (WRAP) makes this work by researchers of the University of Warwick available open access under the following conditions. Copyright © and all moral rights to the version of the paper presented here belong to the individual author(s) and/or other copyright owners. To the extent reasonable and practicable the material made available in WRAP has been checked for eligibility before being made available.Copies of full items can be used for personal research or study, educational, or not-for-profit purposes without prior permission or charge. Provided that the authors, title and full bibliographic details are credited, a hyperlink and/or URL is given for the original metadata page and the content is not changed in any way. A note on versions:The version presented here may differ from the published version or, version of record, if you wish to cite this item you are advised to consult the publisher's version. Please see the 'permanent WRAP URL' above for details on accessing the published version and note that access may require a subscription.For more information, please contact the WRAP Team at: wrap@warwick.ac.uk Accepted ManuscriptTitle: Effect of shear processing on the linear viscoelastic behaviour and microstructure of bitumen/montmorillonite/MDI ternary composites Author: Francisco J. Ortega Francisco J. Navarro Moisés García-Morales Tony This is a PDF file of an unedited manuscript that has been accepted for publication. As a service to our customers we are providing this early version of the manuscript. The manuscript will undergo copyediting, typesetting, and review of the resulting proof before it is published in its final form. Please note that during the production process errors may be discovered which could affect the content, and all legal disclaimers that apply to the journal pertain. Graphical abstract ABSTRACTPolymer modified bitumens (PMBs) have largely been utilized as a construction material. However, lack of affinity between bitumen and polymer leads to phase separation, and eventually, performance depletion. In this paper, alternative formulations of bitumen with an organically-modified montmorillonite (OMMT) Cloisite 20A® and polymeric methylene diphenyl diisocyanate (MDI) were prepared by melt blending. Their comprehensive rheological characterization evidenced improved linear viscoelastic properties when OMMT is added, reveali...

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Section: Introductionmentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%

Effect of shear processing on the linear viscoelastic behaviour and microstructure of bitumen/montmorillonite/MDI ternary composites

Ortega¹,

Navarro²,

García‐Morales³

et al. 2017

Journal of Industrial and Engineering Chemistry

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“…Вища доступна площа поверхні каталізатора забез-печує вищі виходи, через більшу кількість активних центрів, що беруть участь в процесі [6][7][8][9].…”

Section: аналіз літературних даних і постановка проблемиunclassified

“…В мировой практике имеется достаточно большое количество работ, посвященных проблеме каталити-ческой очистке газовых выбросов, связанных с реше-нием таких частных задач, как совершенствование конструкций каталитических преобразователей [1][2][3], изучение их свойств [4,5], разработка новых типов и составов катализаторов [6,7], а также носителей ката, -литически активных центров [8,9].…”

Section: в е в е д ьunclassified

Improvement of catalytic activity of activated bentonite clay by treatment with cetyltrimethylammonium bromide

Voronchak

Никулишин

Pikh

et al. 2014

EEJET

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“…Better rutting and cracking resistances have been obtained by addition of bentonite clay and organically modified bentonite clay [29] and nanoclay [30]. Montmorillonite and organically modified montmorillonite have also enhanced the rutting resistance of the bitumen [31].…”

Section: Introductionmentioning

confidence: 99%

Laboratory Evaluation of the Stiffness Modulus of a Modified Bituminous Concrete with PR PLAST Sahara

Harizi¹,

Morsli²,

Bensaibi³

2013

JCEA

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Uneven roads surface can be observed on bituminous pavements. This is due to moving loads and climate conditions. If the observed deformations exceed the elastic limit, important damages can occur, so new materials are used to improve the stiffness modulus of bituminous mixtures. To achieve this, a modified bituminous concrete by addition of the PR PLAST Sahara (produced by PR industries and PLAST for Plastic) mainly used in arid region has been studied. The use of this additive at various percentages 0.1, 0.3, 0.6 and 0.9 by weight of bituminous concrete has been investigated to determine its stiffness modulus. An experimental design using the Taguchi tables has been elaborated to reduce the number of tests. Marshall and NAT (Nottingham asphalt tester) tests have been carried out, and a mathematical model of the stiffness modulus has been proposed.

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Preparation and rheological characterization of asphalt binders reinforced with layered silicate nanoparticles

Cited by 132 publications

References 31 publications

Effect of shear processing on the linear viscoelastic behaviour and microstructure of bitumen/montmorillonite/MDI ternary composites

Effect of shear processing on the linear viscoelastic behaviour and microstructure of bitumen/montmorillonite/MDI ternary composites

Improvement of catalytic activity of activated bentonite clay by treatment with cetyltrimethylammonium bromide

Laboratory Evaluation of the Stiffness Modulus of a Modified Bituminous Concrete with PR PLAST Sahara

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