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1

National Research Council (U.S.). Transportation Board. Group 2--Design and Construction of Transportation Facilities., ed. Flexible pavement construction. Transportation Research Board, National Research Council, 1989.

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2

Forbartha, Foras, and National Institute for Physical Planning and Construction Research., eds. Catalogue of pavement defects: (flexible road pavements). National Institute for Physical Planning and Construction Research, 1985.

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3

Laboratory, Construction Engineering Research. The relationship of pavement maintenance costs to the pavement condition index. US Army Corps of Engineers, Construction Engineering Research Laboratory, 1987.

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4

Kartdhal, PS, and M. Stroup-Gardiner, eds. Flexible Pavement Rehabilitation and Maintenance. ASTM International, 1998. http://dx.doi.org/10.1520/stp1348-eb.

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5

Duangratana, Songsawasdi. Research on pavement materials, flexible pavement analysis and design. Dept. of Highways, Ministry of Transport and Communications, 1994.

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6

National Research Council (U.S.). Transportation Research Board., ed. Flexible pavement construction, performance, and recycling. Transportation Research Board, National Research Council, 1992.

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7

Kenis, William. Pavement primary response to dynamic loading. U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1997.

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8

Kenis, William. Pavement primary response to dynamic loading. U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1997.

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9

Feng, Aiwen. Flexible pavement drainage monitoring, performance and stability. Purdue University, [Joint Transportation Research Program, 1999.

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10

National Research Council (U.S.). Transportation Research Board., ed. Rigid and flexible pavement design and rehabilitation. National Academy Press, 1993.

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11

Kallas, Bernard F. Flexible pavement mixture design using reclaimed asphalt concrete. U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, 1985.

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12

Barksdale, Richard D. Potential benefits of geosynthetics in flexible pavement systems. Transportation Research Board, National Research Council, 1989.

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13

Hoerner, Todd E. Mechanistic-empirical pavement design guide implementation plan. South Dakota Dept. of Transportation, Office of Research, 2007.

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14

Ruenkrairergsa, Teeracharti. Flexible pavement design for roads carrying frequently overloaded trucks. Dept. of Highways, Ministry of Transports and Communications, 1992.

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15

Carvalho, Régis L. Impact of design features on pavement response and performance in rehabilitated flexible and rigid pavements. U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 2011.

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16

Quintus, H. L. Von. Design pamphlet for the determination of layered elastic moduli for flexible pavement design in support of the 1993 AASHTO Guide for the design of pavement structures. U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1997.

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17

Symposium on Resilient Modulus Testing for Pavement Components (2002 Salt Lake City, Utah). Resilient modulus testing for pavement components. Edited by Durham Gary N. 1942-, Marr W. Allen, DeGroff Willard L, ASTM International. Committee D18 on Soil and Rock., and ASTM International. Subcommittee D18.09 on Cyclic and Dynamic Properties of Soils. ASTM International, 2003.

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18

Tao, Mingjiang. Effect of drainage in unbound aggregate bases on flexible pavement performance. Louisiana Transportation Research Center, 2008.

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19

Anderson, Ken. Low temperature pavement performance: An evaluation using C-SHRP test road data. Transportation Association of Canada, 1999.

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20

Center, Turner-Fairbank Highway Research, ed. Improved guidance for users of the 1993 AASHTO flexible pavement design procedures. U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1997.

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21

Ruenkrairergsa, Teeracharti. Initiation of an analytical flexible pavement design to Thailand Department of Highways. Dept of Highways, Ministry of Transport and Communications, 1991.

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22

Chong, G. J. Rout and seal cracks in flexible pavement: A cost-effective preventive maintenance procedure. Research and Development MTO, 1989.

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23

Eaton, Robert A. State-of-the-art survey of flexible pavement crack sealing procedures in the United States. U.S. Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, 1992.

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24

Diefenderfer, Brian K. Network-level pavement evaluation of Virginia's interstate system using the falling weight deflectometer. Virginia Transportation Research Council, 2008.

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25

National Research Council (U.S.). Transportation Research Board. Meeting, ed. Rigid and flexible pavement design and analysis: Unbound granular materials, tire pressures, backcalculation, and design methods. Transportation Research Board, National Research Council, 1989.

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26

Al-Qadi, Imad L. Ground-penetrating radar calibration at the Virginia Smart Road and signal analysis to improve prediction of flexible pavement layer thicknesses. Virginia Transportation Research Council, 2005.

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27

European, Symposium Euroflex (1993 Lisbon Portugal). Flexible pavements: Proceedings of the European Symposium Euroflex 1993 : Lisbon, Portugal, 20-22 September 1993. A.A. Balkema, 1996.

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28

Jung, F. W. Interpretation of deflection basin for real-world material in flexible pavements. Research and Development Branch, Ontario Ministry of Transportation, 1990.

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29

Chong, G. J. Manual for condition rating of flexible pavements: Distress manifestations. Ministry of Transportation of Ontario, Research and Development Branch, 1989.

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30

Golden, J. M. Rational design of flexible overlays. An Foras Forbartha, 1986.

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31

Zanzotto, Ludo. Laboratory testing of crack sealing materials for flexible pavements. Transportation Association of Canada = Association des transports du Canada, 1996.

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32

Golden, J. M. Rational thickness design of flexible pavements for Irish conditions. An Foras Forbartha, 1986.

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33

Carswell, J. An assessment of bituminous basecourse and roadbase materials containing eva and sulphur. Transport and Road Research Laboratory, 1986.

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34

Carswell, J. An assessment of bituminous basecourse and roadbase materials containing EVA and sulphur. Transport and Road Research Laboratory, Highways and Structures Dept., Pavement Materials and Construction Division, 1986.

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35

Carswell, J. An assessment of bituminous basecourse and roadbase materials containing EVA and sulphur. Pavement Materials and Construction Division, Highways and Structures Dept., Transport and Road Research Laboratory, 1986.

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36

Joseph, Ponniah E. Crack sealing in flexible pavements: A life cycle cost analysis. Ministry of Transportation, 1992.

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37

Chen, Hong-Jer. Interlayers beneath overlays on flexible pavements. Engineering Research and Development Bureau, New York State Dept. of Transportation, 1992.

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38

Joseph, Ponniah E. Field evaluation of rout and seal crack treatment in flexible pavements. Ministry of Transportation, Research and Development Branch, 1990.

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39

Perkins, Steven W. Numerical modeling of geosynthetic reinforced flexible pavements. Western Transportation Institute, Dept. of Civil Engineering, Montana State University, 2001.

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40

National Research Council (U.S.). Transportation Research Board. Meeting, ed. Design and evaluation of rigid and flexible pavements. Transportation Research Board, National Research Council, 1990.

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41

Zanzotto, Ludo. Utilization of recycled tire rubber in asphalt pavements. Transportation Association of Canada = Association des transports du Canada, 1996.

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42

L, Roberts Freddy, and Texas Transportation Institute, eds. The Effect of tire pressures on flexible pavements. The Institute, 1985.

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43

Jung, F. W. Deflection basin testing, interpretation and overlay design with the Falling Weight Deflectometer. Ontario Ministry of Transportation, Research and Development Branch, 1993.

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44

Little, Dallas N., David H. Allen, and Amit Bhasin. Modeling and Design of Flexible Pavements and Materials. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-58443-0.

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45

Association, Brick Development. A specification for clay pavers for flexible pavements. 2nd ed. BDA, 1988.

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46

Institution, British Standards. Clay and calcium silicate pavers for flexible pavements. B.S.I., 1986.

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47

B, Seeds Stephen, Peshkin David G, United States. Federal Highway Administration. Office of Asset Management, and Foundation for Pavement Preservation, eds. Selecting a preventive maintenance treatment for flexible pavements. U.S. Dept. of Transportation, Federal Highway Administration, Office of Asset Management, 2000.

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48

L, Monismith Carl, and National Research Council (U.S.). Transportation Research Board., eds. 1992 TRB distinguished lecture. National Academy Press, 1992.

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49

Crovetti, James A. Development of rational overlay design procedures for flexible pavements. Wisconsin Highway Research Program, 2005.

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50

E, Nunn M., and Transport Research Laboratory, eds. Design of long-life flexible pavements for heavy traffic. Transport Research Laboratory, 1997.

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