Reference health
Effect of Coarse Aggregate Morphology on Permanent Deformation Behavior of Hot Mix Asphalt
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5/5 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.
13 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 5 checked references that resolve
resolves10.3141/1789-24
Coarse- Versus Fine-Graded Superpave Mixtures: Comparative Evaluation of Resistance to Rutting
resolves10.1111/0885-9507.00191
Unified Imaging Approach for Measuring Aggregate Angularity and Texture
resolves10.1177/0361198105192900101
Effect of Coarse Aggregate Morphology on the Resilient Modulus of Hot-Mix Asphalt
resolves10.1177/0361198196154500111
Structural Analysis of Aggregate Blends Using Strategic Highway Research Program Gyratory Compactor
The 13 references without a DOI — listed, not checked
no DOI — not checkedAhlrich R. C. (1996). “Influence of aggregate gradation and particle shape/texture on permanent deformation of hot mix asphalt pavements.” Technical Rep. No. GL-96-1 Dept. of the Army Waterways Experiment Station Vicksburg Miss.
no DOI — not checkedAASHTO. (2003). “Uncompacted void content of coarse aggregate (as influenced by particle shape surface texture and grading).” AASHTO provisional standards TP 56-03 AASHTO Washington D. C.
no DOI — not checkedASTM. (1999). “Standard test method for flat particles elongated particles or flat and elongated particles in coarse aggregate.” Annual book of ASTM standards: ASTM D 4791-99 Vol. 04.03 ASTM Philadelphia.
no DOI — not checkedASTM. (2000). “Standard test method for index of aggregate particle shape and texture.” Annual book of ASTM standards ASTM D 3398-00 Vol. 04.03 ASTM West Conshohocken Pa.
no DOI — not checkedASTM. (2001). “Standard test method for determining the percentage of fractured particles in coarse aggregate.” Annual book of ASTM standards ASTM D 5821-01 Vol. 04.03 ASTM Philadelphia.
no DOI — not checkedASTM. (2003). “standard test methods for uncompacted void content of fine aggregate (as influenced by particle shape surface texture and grading).” Annual book of ASTM standards: ASTM C 1252-03 Vol. 04.02 ASTM West Conshohocken Pa.
no DOI — not checkedBarksdale R. D. Pollard C. O. Siegel T. and Moeller S. (1992). “Evaluation of the effects of aggregate on rutting and fatigue of asphalt.” Research Rep. Georgia DOT Project 8812 and Georgia Tech Project E20-835 Georgia Institute of Technology Atlanta.
no DOI — not checkedBuchanan M. S. (2000). “Evaluation of the effects of the flat and elongated particles on the performance of hot asphalt mixtures.” NCAT Rep. No. 2000-03 18–21.
no DOI — not checkedPan T. Tutumluer E. and Carpenter S. H. (2004). “Imaging based evaluation of coarse aggregate used in the ncat pavement test track asphalt mixes.” Proc. Int. Conf. on Design and Construction of Long Lasting Asphalt Pavements Auburn Univ. Auburn Ala.
no DOI — not checkedRao C. Pan T. and Tutumluer E. (2003). “Determination of coarse aggregate surface texture using imaging analysis.” Proc. 16th ASCE Engineering Mechanics Conf. Univ. of Washington Seattle.
no DOI — not checkedFlat and elongated ratios and gradation of coarse aggregates using a new image analyzer
no DOI — not checkedTutumluer E. Rao C. and Stefanski J. A. (2000). “Video image analysis of aggregates.” Final Project Rep. No. FHWA-IL-UI-278 Civil Engineering Studies UILU-ENG-2000-2015 Univ. of Illinois Urbana-Champaign Urbana Ill.
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. No. 465 Transportation Research Board National Research Council Washington D.C. 11–13 53 and 58.
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