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1

Wen, Haifang, Balasingam Muhunthan, Jingan Wang, Xiaojun Li, Tuncer Edil, and James M. Tinjum. Characterization of Cementitiously Stabilized Layers for Use in Pavement Design and Analysis. Washington, D.C.: Transportation Research Board, 2014. http://dx.doi.org/10.17226/22247.

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2

Nunn, M. E. Prediction of permanent deformation in bituminous pavement layers. Crowthorne, Berkshire [England]: Transport and Road Research Laboratory, 1986.

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3

Nunn, M. E. Prediction of permanent deformation in bituminous pavement layers. Crowthorne, Berks: Transport and Road ResearchLaboratory, Highways & Structures Dept., Pavement Design & Maintenance Division, 1986.

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4

Signore, J. M. Accelerated testing of separation layers for open-graded drainage layers. [Edwardsville, Ill.]: Illinois Transportation Research Center, Illinois Dept. of Transportation, 1998.

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5

Patrick, J. E. Fatigue resistance of thin modified bituminous layers: Literature review. Wellington, N.Z: Transfund New Zealand, 1997.

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6

Daines, M. E. Cooling of bituminous layers and time available for their compaction. Crowthorne, Berkshire: Pavement Materials and Construction Division, Highways and Structures Department, Transport and Road Research Laboratory, 1985.

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7

Daines, M. E. Cooling of bituminous layers and time available for their compaction. Crowthorne, Berks: Transport and Road Research Laboratory, Highways and Structures Dept., Pavement Materials and Construction Division, 1985.

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8

Freeman, Thomas J. Develop maintenance strategy selection procedures for pavements incorporating semi-rigid or chemically stabilized layers. College Station, Tex: Texas Transportation Institute, Texas A & M University System, 1998.

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9

Lytton, Robert L., Xue Luo, Meng Ling, Yu Chen, Sheng Hu, and Fan Gu. A Mechanisticâ€"Empirical Model for Topâ€"Down Cracking of Asphalt Pavements Layers. Washington, D.C.: Transportation Research Board, 2018. http://dx.doi.org/10.17226/25304.

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10

Jung, F. W. Direct calculation of maximum curvature and strain in AC layers of pavements from load deflection basin measurements. Downsview, Ont: Research and Development Branch, Ontario Ministry of Transportation, 1989.

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11

Saeed, Athar. Performance-related tests of recycled aggregates for use in unbound pavement layers. Washington, D.C: Transportation Research Board, 2008.

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12

Saeed, Athar. Performance-related tests of recycled aggregates for use in unbound pavement layers. Washington, D.C: Transportation Research Board, 2008.

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13

Perkins, Steven W. Feasibility of use of existing analytical models and experimental data to assess current design methods for pavement geogrid-reinforced base layers: Final report. Helena?, MT]: Montana Dept. of Transportation, 1995.

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14

Sebesta, Stephen. Using infrared and high-speed ground-penetrating radar for uniformity measurements on new HMA layers. Washington, D.C: Transportation Research Board, 2013.

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15

Contributions of pavement structural layers to rutting of hot mix asphalt pavements. Washington, D.C: National Academy Press, 2002.

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16

Rudy, Adam, and Jan Olek. Optimization of Mixture Proportions for Concrete Pavements-Influence of Supplementary Cementitious Materials, Paste Content and Aggregate Gradation. Joint Transportation Research Program, 2012.

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