Reference health

Susceptibility of Asphalt Binders to Rutting: Literature Review

https://doi.org/10.1061/(asce)mt.1943-5533.0001364
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17/17 checkable references clean · checked 2026-07-23

Every reference with a DOI in the deposited reference list resolved to a known work in Crossref or DataCite at the dated check, and none carried a retraction, withdrawal, or removal notice.

30 without a DOI — not checked. A reference deposited without a DOI is never matched by title or guessed at; it stays outside the checked set, and this line discloses that.

The 17 checked references that resolve
resolves10.3141/1766-06
Proposed Refinement of Superpave High-Temperature Specification Parameter for Performance-Graded Binders
resolves10.1361/105994999770346747
How Good Are Linear Viscoelastic Properties of Asphalt Binder to Predict Rutting and Fatigue Cracking?
resolves10.3141/2126-09
Practical Use of Multiple Stress Creep and Recovery Test
resolves10.1080/14680629.2009.9690236
The Relationship of the MSCR Test to Rutting
resolves10.1617/s11527-011-9777-y
A nonlinear constitutive relationship for asphalt binders
resolves10.1177/0361198106196200101
Nonlinearity of Repeated Creep and Recovery Binder Test and Relationship with Mixture Permanent Deformation
resolves10.3141/1829-06
Refinement of Superpave High-Temperature Binder Specification Based on Pavement Performance in the Accelerated Loading Facility
resolves10.3141/1875-04
New Criterion for Superpave High-Temperature Binder Specification
resolves10.1617/s11527-010-9696-3
The use of asphalt low shear viscosity to predict permanent deformation performance of asphalt concrete
resolves10.1617/s11527-013-0088-3
Wheel tracking rutting performance estimation based on bitumen Low Shear Viscosity (LSV), loading and temperature conditions
resolves10.1061/(ASCE)0733-947X(2001)127:5(357)
Refinement of the Superpave Specification Parameter for Performance Grading of Asphalt
resolves10.1515/arh-2004-0017
A Comprehensive Treatise of the High Temperature Specification Parameter |<i>G*</i>|/(1-(1/tanδsinδ)) for Performance Grading of Asphalts
resolves10.1061/(ASCE)0733-947X(2004)130:1(132)
High Temperature Performance Grading of Asphalts through a Specification Criterion that Could Capture Field Performance
resolves10.1177/0361198196153500103
Zero-Shear Viscosity of Bituminous Binder and Its Relation to Bituminous Mixture's Rutting Resistance
resolves10.3141/2180-08
Multiple Stress Creep and Recovery and Time Sweep Fatigue Tests
resolves10.1016/j.conbuildmat.2005.08.014
Investigation of rutting performance of asphalt mixtures containing polymer modifiers
resolves10.1080/10298436.2011.573557
Rheological analysis of multi-stress creep recovery (MSCR) test
The 30 references without a DOI — listed, not checked
no DOI — not checkedAASHTO. (2009). “Standard specification for performance-graded asphalt binder.” AASHTO M320-09 Washington DC.
no DOI — not checkedAASHTO. (2013). “Standard method of test for multiple stress creep recovery (MSCR) test of asphalt binder using a dynamic shear rheometer (DSR).” AASHTO TP70-13 Washington DC.
no DOI — not checkedAnderson M. and Bukowski J. (2012). “Using the multiple-stress-creep-recovery (MSCR) test.” North Central Asphalt User Producer Group West Lafayette IN.
no DOI — not checkedAnderson M. D’Angelo J. and Walker D. (2010). “MSCR: A better tool for characterizing high temperature performance properties.” Asphalt—The Magazine of the Asphalt Institute Lexington KY 〈http://asphaltmagazine.com/mscr-a-better-tool-for-characterizing-high-temperature-performance-properties/〉 (Jul. 9 2015).
no DOI — not checkedAsphalt Institute. (2010). “Implementation of the multiple stress creep recovery test and specification.” Lexington KY.
no DOI — not checkedASTM. (2004). “Standard test method for effect of heat and air on a moving film of asphalt (rolling thin-film oven test).” ASTM D2872-04 West Conshohocken PA.
no DOI — not checkedASTM. (2006a). “Standard test method for penetration of bituminous materials.” ASTM D5-06 West Conshohocken PA.
no DOI — not checkedASTM. (2006b). “Standard test method for softening point of bitumen (ring-and-ball apparatus).” ASTM D36-06 West Conshohocken PA.
no DOI — not checkedASTM. (2010). “Standard test method for multiple stress creep and recovery (MSCR) of asphalt binder using a dynamic shear rheometer.” ASTM D7405-10a West Conshohocken PA.
no DOI — not checkedBahia H. U. and Anderson D. A. (1995). “Strategic highway research program binder rheological parameters: Background and comparison with conventional properties.” Transportation Research Record 1488 Transportation Research Board Washington DC 32–39.
no DOI — not checkedBahia H. U. Hanson D. I. Zeng M. Zhai H. Khatri M. A. and Anderson R. M. (2001a). “Characterization of modified asphalt binders in Superpave mix design.” NCHRP Rep. 459 National Academy Press Washington DC.
no DOI — not checkedDevelopment of binder specification parameters based on characterization of damage behavior
no DOI — not checkedD’Angelo J. (2010). “New high-temperature binder specification using multistress creep and recovery.” Transportation Research Record E-C147 Transportation Research Board Washington DC 1–13.
no DOI — not checkedRevision of the Superpave high temperature binder specification: The multiple stress creep recovery test
no DOI — not checkedSuperpave binder tests and spec’s: How have they performed in the real world
no DOI — not checkedWhy do we need to change G*/sinδ and how?
no DOI — not checkedDesmazes C. Lecomte M. Lesueur D. and Phillips M. (2000). “A protocol for reliable measurement of zero-shear-viscosity in order to evaluate the anti-rutting performance of binders.” Proc. 2nd Eurasphalt & Eurobitume Congress European Asphalt Pavement Association and European Bitumen Association Brussels Belgium 203–211.
no DOI — not checkedAdvanced testing and characterisation of bituminous materials
no DOI — not checkedGibson N. et al. (2012). “Performance testing for Superpave and structural validation.” Rep. No. FHWA-HRT-11-045 Federal Highway Administration McLean VA.
no DOI — not checkedGierhart D. (2013). “Multiple stress creep recovery (MSCR): Why it should be implemented.” Louisiana Transportation Research Center Baton Rouge LA.
no DOI — not checkedGolalipour A. (2011). “Modification of multiple stress creep and recovery test procedure and usage in specification.” M.S. thesis Univ. of Wisconsin-Madison Madison WI.
no DOI — not checkedValidation of SHRP binder specification through mix testing
no DOI — not checkedPavement analysis and design
no DOI — not checkedLeite L. F. M. and Tonial I. A. (1994). “Qualidade dos cimentos asfálticos brasileiros segundo as especificações SHRP [Grading of the Brazilian asphalt cements according to the SHRP specifications].” Anais do 12° Encontro de Asfalto Instituto Brasileiro de Petróleo Gás e Biocombustíveis 94–119 (in Portuguese).
no DOI — not checkedCharacterization of asphalt binder resistance to permanent deformation based on nonlinear viscoelastic analysis of multiple stress creep recovery (MSCR) test
no DOI — not checkedHot mix asphalt materials, mixture design and construction
no DOI — not checkedUse of the zero shear viscosity as a parameter for the high temperature binder specification parameter
no DOI — not checkedValidation of asphalt binder and mixture tests that predict rutting susceptibility using FHWA accelerated loading facility
no DOI — not checkedEvaluation of validity of conventional test methods in case of polymer-bitumens
no DOI — not checkedWitczak M. W. Kaloush K. Pellinen T. El-Basyouny M. and Von Quintus H. (2002). “Simple performance test for Superpave mix design.” NCHRP Rep. 465 National Academy Press Washington DC.
What this badge says. CiteStamped means the CHECKABLE references of this work were clean at the dated check: each resolved to a known work in a public registry, and none carried a retraction notice at that time. It says nothing about the quality, findings, or importance of the work itself, and nothing about references deposited without a DOI.

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