Example of Road Materials and Pavement Design format
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Example of Road Materials and Pavement Design format Example of Road Materials and Pavement Design format Example of Road Materials and Pavement Design format Example of Road Materials and Pavement Design format Example of Road Materials and Pavement Design format Example of Road Materials and Pavement Design format Example of Road Materials and Pavement Design format Example of Road Materials and Pavement Design format Example of Road Materials and Pavement Design format Example of Road Materials and Pavement Design format Example of Road Materials and Pavement Design format Example of Road Materials and Pavement Design format Example of Road Materials and Pavement Design format Example of Road Materials and Pavement Design format Example of Road Materials and Pavement Design format Example of Road Materials and Pavement Design format Example of Road Materials and Pavement Design format Example of Road Materials and Pavement Design format
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open access Open Access

Road Materials and Pavement Design — Template for authors

Publisher: Taylor and Francis
Categories Rank Trend in last 3 yrs
Civil and Structural Engineering #49 of 318 up up by 28 ranks
journal-quality-icon Journal quality:
High
calendar-icon Last 4 years overview: 620 Published Papers | 3518 Citations
indexed-in-icon Indexed in: Scopus
last-updated-icon Last updated: 18/07/2020
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Related Journals

open access Open Access

Taylor and Francis

Quality:  
High
CiteRatio: 5.4
SJR: 0.95
SNIP: 1.307
open access Open Access

Taylor and Francis

Quality:  
High
CiteRatio: 4.8
SJR: 0.923
SNIP: 1.81
open access Open Access

Hindawi

Quality:  
High
CiteRatio: 5.0
SJR: 0.371
SNIP: 1.169

Journal Performance & Insights

Impact Factor

CiteRatio

Determines the importance of a journal by taking a measure of frequency with which the average article in a journal has been cited in a particular year.

A measure of average citations received per peer-reviewed paper published in the journal.

2.582

30% from 2018

Impact factor for Road Materials and Pavement Design from 2016 - 2019
Year Value
2019 2.582
2018 1.98
2017 2.193
2016 1.401
graph view Graph view
table view Table view

5.7

50% from 2019

CiteRatio for Road Materials and Pavement Design from 2016 - 2020
Year Value
2020 5.7
2019 3.8
2018 3.3
2017 2.7
2016 3.1
graph view Graph view
table view Table view

insights Insights

  • Impact factor of this journal has increased by 30% in last year.
  • This journal’s impact factor is in the top 10 percentile category.

insights Insights

  • CiteRatio of this journal has increased by 50% in last years.
  • This journal’s CiteRatio is in the top 10 percentile category.

SCImago Journal Rank (SJR)

Source Normalized Impact per Paper (SNIP)

Measures weighted citations received by the journal. Citation weighting depends on the categories and prestige of the citing journal.

Measures actual citations received relative to citations expected for the journal's category.

1.14

18% from 2019

SJR for Road Materials and Pavement Design from 2016 - 2020
Year Value
2020 1.14
2019 0.967
2018 0.963
2017 1.143
2016 0.938
graph view Graph view
table view Table view

1.789

12% from 2019

SNIP for Road Materials and Pavement Design from 2016 - 2020
Year Value
2020 1.789
2019 1.601
2018 1.344
2017 1.919
2016 1.69
graph view Graph view
table view Table view

insights Insights

  • SJR of this journal has increased by 18% in last years.
  • This journal’s SJR is in the top 10 percentile category.

insights Insights

  • SNIP of this journal has increased by 12% in last years.
  • This journal’s SNIP is in the top 10 percentile category.
Road Materials and Pavement Design

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Taylor and Francis

Road Materials and Pavement Design

The international journal on Road Materials and Pavement Design welcomes contributions on mechanical, thermal, chemical and/or physical properties of bitumens, additives, bituminious mixes, asphalt concrete, cement concrete, unbound granular materials, soils, geo-composites, n...... Read More

Engineering

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Last updated on
17 Jul 2020
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ISSN
1468-0629
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Impact Factor
High - 1.341
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Open Access
No
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Sherpa RoMEO Archiving Policy
Green faq
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Plagiarism Check
Available via Turnitin
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Endnote Style
Download Available
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Bibliography Name
Taylor and Francis Custom Citation
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Citation Type
Numbered
[25]
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Bibliography Example
Blonder GE, Tinkham M, Klapwijk TM. Transition from metallic to tunneling regimes in superconducting microconstrictions: Excess current, charge imbalance, and supercurrent conversion. Phys Rev B. 1982; 25(7):4515–4532. Available from: 10.1103/PhysRevB.25.4515.

Top papers written in this journal

Journal Article DOI: 10.1080/14680629.2003.9689946
General “2S2P1D” Model and Relation Between the Linear Viscoelastic Behaviours of Bituminous Binders and Mixes
François Olard1, Hervé Di Benedetto1

Abstract:

A research including a large experimental campaign on the characterization of the viscoelastic behavior of different bituminous materials was developed. The aim is to establish the links between the viscoelastic properties (which are observed in the small strain domain) of binders and those of bituminous mixes. The viscoelast... A research including a large experimental campaign on the characterization of the viscoelastic behavior of different bituminous materials was developed. The aim is to establish the links between the viscoelastic properties (which are observed in the small strain domain) of binders and those of bituminous mixes. The viscoelastic behavior of bituminous binders and mixes has been studied by performing complex modulus tests at different temperatures and frequencies. A unique rheological model has been developed for the modeling of linear viscoelastic properties of both bituminous binders and mixes. This model consists of a generalization of the Huet-Sayegh analogical model. Analyses on test data for nine different binders and four mixes, with one mix design, show that the introduced model fits quite well the measurements. Finally, from our first results, a transformation that is independent of the introduced model allows to predict easily and efficiently the mix complex modulus from the binder one. read more read less
331 Citations
Journal Article DOI: 10.1080/14680629.2004.9689992
Linear viscoelastic behaviour of bituminous materials: From binders to mixes
Hervé Di Benedetto1, François Olard, Cédric Sauzéat1, Brice Delaporte1

Abstract:

A large experimental campaign on the characterization of the linear viscoelastic behaviour of different bituminous materials was carried out. The goal was to establish the links between the linear viscoelastic properties (which are observed in the small strain domain) of binders and those of bituminous mixes. The linear visco... A large experimental campaign on the characterization of the linear viscoelastic behaviour of different bituminous materials was carried out. The goal was to establish the links between the linear viscoelastic properties (which are observed in the small strain domain) of binders and those of bituminous mixes. The linear viscoelastic behaviour of bituminous binders and mixes was studied by performing complex modulus tests at different temperatures and frequencies. A unique rheological model (called “2S2P1D model”) was developed for the modelling of linear viscoelastic properties of both bituminous binders and mixes. This model consists of a generalization of the Huet-Sayegh analogical model. Analyses on test data for five binders and different mastic and mix composition, show that the introduced model fits quite well the measurements. Finally, from our first results, a transformation that is independent of the introduced model allows the mix complex modulus to be predicted easily and efficiently f... read more read less

Topics:

Viscoelasticity (51%)51% related to the paper
237 Citations
Journal Article DOI: 10.1080/14680629.2012.657070
Performance characteristics of plant produced high RAP mixtures

Abstract:

The main focus of this study was to obtain plant produced Reclaimed Asphalt Pavement (RAP) mixtures, to document the mixture production parameters and to evaluate the degree of blending between the virgin and RAP binders. The effect of mixture production parameters on the performance (in terms of stiffness, cracking, rutting,... The main focus of this study was to obtain plant produced Reclaimed Asphalt Pavement (RAP) mixtures, to document the mixture production parameters and to evaluate the degree of blending between the virgin and RAP binders. The effect of mixture production parameters on the performance (in terms of stiffness, cracking, rutting, and moisture susceptibility) and workability of the mixtures was evaluated. Eighteen plant produced mixtures were obtained from three locations in the Northeast United States. RAP contents (zero to 40%) were varied and softer binders were used. The data and analysis illustrated that the degree of blending between RAP and virgin binders is a function of production parameters. The stiffness of the mixtures increased as the percentage of RAP increased, but not when the discharge temperatures of the mixtures were inconsistent. The cracking resistance was reduced as the percentage of RAP increased. The rutting and moisture damage resistance improved as the percentage of RAP in the mixture... read more read less
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205 Citations
Journal Article DOI: 10.1080/14680629.2009.9690236
The Relationship of the MSCR Test to Rutting
John D'Angelo1

Abstract:

The Multi-stress Creep and Recovery (MSCR) Test is currently being considered as a replacement for the Superpave high temperature binder criteria G* sinδ. The MSCR test can distinguish between the rutting properties of both neat binders and polymer modified binders. The test is run on the same dynamic shear rheometer test equ... The Multi-stress Creep and Recovery (MSCR) Test is currently being considered as a replacement for the Superpave high temperature binder criteria G* sinδ. The MSCR test can distinguish between the rutting properties of both neat binders and polymer modified binders. The test is run on the same dynamic shear rheometer test equipment currently used for the current Superpave binder testing and is easy to run. The validation of the MSCR compliance value Jnr to rutting was done through extensive mix testing using laboratory rut testers, large Accelerated Loading Facilities and actual roadway sections. This paper covers the validation of the MSCR test binder compliance value Jnr to mixture rutting for modified and neat binders. Multiple binders and mix types are included in the validation and it is demonstrated that the MSCR test provides a much better correlation to mixture rutting than the existing Superpave binder criteria. read more read less

Topics:

Dynamic shear rheometer (53%)53% related to the paper
195 Citations
Journal Article DOI: 10.1080/14680629.2011.9713895
Asphalt Oxidation Mechanisms and the Role of Oxidation Products on Age Hardening Revisited

Abstract:

The correlation between asphalt viscosity increase on oxidative aging and the carbonyl compounds formed (almost exclusively ketones) has been well established; however, the effect of sulfoxide formation on physical properties during age hardening has received little attention. Evidence is presented in this paper that shows th... The correlation between asphalt viscosity increase on oxidative aging and the carbonyl compounds formed (almost exclusively ketones) has been well established; however, the effect of sulfoxide formation on physical properties during age hardening has received little attention. Evidence is presented in this paper that shows that the alcohols, which are formed concurrently with the sulfoxides from the same hydroperoxide precursors as the ketones, have a similar effect on asphalt viscosity increase as does the ketones. These alcohols are the main contributors to oxidative age hardening of high sulfur asphalts. Analysis of the kinetic data for ketone and sulfoxide formation during asphalt oxidation also provides additional evidence for the validity of the dual asphalt oxidation mechanism previously reported. read more read less
185 Citations
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Yes, the template is compliant with the Road Materials and Pavement Design guidelines. Our experts at SciSpace ensure that. If there are any changes to the journal's guidelines, we'll change our algorithm accordingly.

3. Can I cite my article in multiple styles in Road Materials and Pavement Design?

Of course! We support all the top citation styles, such as APA style, MLA style, Vancouver style, Harvard style, and Chicago style. For example, when you write your paper and hit autoformat, our system will automatically update your article as per the Road Materials and Pavement Design citation style.

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5. Can I use a manuscript in Road Materials and Pavement Design that I have written in MS Word?

Yes. You can choose the right template, copy-paste the contents from the word document, and click on auto-format. Once you're done, you'll have a publish-ready paper Road Materials and Pavement Design that you can download at the end.

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12. Is Road Materials and Pavement Design's impact factor high enough that I should try publishing my article there?

To be honest, the answer is no. The impact factor is one of the many elements that determine the quality of a journal. Few of these factors include review board, rejection rates, frequency of inclusion in indexes, and Eigenfactor. You need to assess all these factors before you make your final call.

13. What is Sherpa RoMEO Archiving Policy for Road Materials and Pavement Design?

SHERPA/RoMEO Database

We extracted this data from Sherpa Romeo to help researchers understand the access level of this journal in accordance with the Sherpa Romeo Archiving Policy for Road Materials and Pavement Design. The table below indicates the level of access a journal has as per Sherpa Romeo's archiving policy.

RoMEO Colour Archiving policy
Green Can archive pre-print and post-print or publisher's version/PDF
Blue Can archive post-print (ie final draft post-refereeing) or publisher's version/PDF
Yellow Can archive pre-print (ie pre-refereeing)
White Archiving not formally supported
FYI:
  1. Pre-prints as being the version of the paper before peer review and
  2. Post-prints as being the version of the paper after peer-review, with revisions having been made.

14. What are the most common citation types In Road Materials and Pavement Design?

The 5 most common citation types in order of usage for Road Materials and Pavement Design are:.

S. No. Citation Style Type
1. Author Year
2. Numbered
3. Numbered (Superscripted)
4. Author Year (Cited Pages)
5. Footnote

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16. Can I download Road Materials and Pavement Design in Endnote format?

Yes, SciSpace provides this functionality. After signing up, you would need to import your existing references from Word or Bib file to SciSpace. Then SciSpace would allow you to download your references in Road Materials and Pavement Design Endnote style according to Elsevier guidelines.

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