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1

Fuentès, Albert. Reinforced concrete after cracking. 2nd ed. New Delhi: Oxford & IBH Publishing Co., 1995.

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2

R, Schwartz Donald. D-cracking of concrete pavements. Washington, D.C: Transportation Research Board, National Research Council, 1987.

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3

Barre, Francis, Philippe Bisch, Danièle Chauvel, Jacques Cortade, Jean-François Coste, Jean-Philippe Dubois, Silvano Erlicher, et al. Control of Cracking in Reinforced Concrete Structures. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2016. http://dx.doi.org/10.1002/9781119347088.

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4

Shang pin hun ning tu kang lie xing neng ji qi ping jia fang fa yan jiu. Beijing Shi: Beijing hang kong hang tian da xue chu ban she, 2014.

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5

Bick, Detlef. Zur Dichtheit von Trennrissen in Beton bei Einwirken umweltgefährdender Flüssigkeiten. Aachen: Lehrstuhl und Institut für Massivbau der RWTH Aachen, 1995.

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6

Thompson, Marshall R. Breaking/cracking and seating concrete pavements. Washington, D.C: Transportation Research Board, National Research Council, 1989.

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7

Jackson, P. A. Continuously reinforced concrete pavement: A literature review. Crowthorne, Berkshire: Materials and Construction Division, Highways Group, Transport and Road Research Laboratory, 1988.

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8

Jackson, P. A. Continuously reinforced concrete pavement: A literature review. Crowthorne: Transport and RoadResearch Laboratory, 1988.

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9

Hofstetter, Günter, and Günther Meschke. Numerical modeling of concrete cracking. Wien: Springer, 2011.

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10

Krauss, Paul D. Transverse cracking in newly constructed bridge decks. Washington, D.C: National Academy Press, 1996.

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11

Videla, Carlos. Early-age thermal cracking and bond in reinforced concrete. Birmingham: University of Birmingham, 1989.

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12

Fuentès, Albert. Reinforced concrete after cracking: State of service ultimate limit state, ductility failure mechanism of hyperstatic structures. 2nd ed. Rotterdam: A.A. Balkema, 1995., 1995.

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13

Empelmann, Martin. Zum nichtlinearen Trag- und Verformungsverhalten von Stabtragwerken aus Konstruktionsbeton unter besonderer Berücksichtigung von Betriebsbeanspruchungen. Aachen: Lehrstuhl und Institut für Massivbau der RWTH Aachen, 1995.

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14

A, Carpinteri, ed. Applications of fracture mechanics to reinforced concrete. London: Elsevier Applied Science, 1992.

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15

Ganapuram, Sai. Quantification of cracks in concrete bridge decks in Ohio District 3. Columbus, OH: Ohio Dept. of Transportation, Research & Development, 2012.

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16

IABSE Colloquium (1987 Delft, Netherlands). Computational mechanics of concrete structures: Advances and applications : report. Zürich, Switzerland: IABSE, 1987.

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17

Crack analysis in structural concrete: Theory and applications. Burlington, MA: Butterworth-Heinemann, 2009.

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18

Design of concrete structures for retaining aqueous liquids: Design tables to BS 8007. London: Thomas Telford, 1996.

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19

P, Hughes B. Control of thermal and shrinkage cracking in restrained reinforced concrete walls. London: CIRIA, 1991.

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20

Kerr, Arnold D. The assessment of concrete pavement blowups: A user manual. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, 1993.

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21

Hiroshi, Watanabe. Konkurīto hibiwarebu no enbun shintōsei to kōzai fushoku ni kansuru bakuro shiken: Bōro 5-nengo no chōsa kekka. Tsukuba-shi: Doboku Kenkyūjo, 2012.

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22

Allison, R. E. Fabric reinforcement to prevent reflection cracking: SR-5, contract 0414, Cowlitz River to SR-506 I/C. [Olympia, Wash.]: Washington State Dept. of Transportation, Planning, Research and Public Transportation Division in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1989.

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23

Concrete design based on fracture mechanics. Detroit: American Concrete Institute, 1992.

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24

Control of Cracking in Reinforced Concrete Structures: Research Project CEOS. fr. Wiley & Sons, Incorporated, John, 2016.

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25

Chauvel, Daniele, Francis Barre, Philippe Bisch, Jacques Cortade, and Jean-Philippe Dubois. Control of Cracking in Reinforced Concrete Structures: Research Project CEOS. fr. Wiley & Sons, Incorporated, John, 2016.

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26

Serviceability of Concrete: A Symposium Honoring Dr. Edward G. Nawy. American Concrete Institute, 2005.

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27

Hiroshi, Watanabe, ed. Konkurīto hibiwarebu no enbun shintōsei to kōzai fushoku ni kansuru bakuro shiken. Tsukuba-shi: Doboku Kenkyūjo Kōzōbutsu Mentenansu Kenkyū Sentā, 2009.

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28

Hiroshi, Watanabe, ed. Konkurīto hibiwarebu no enbun shintōsei to kōzai fushoku ni kansuru bakuro shiken. Tsukuba-shi: Doboku Kenkyūjo Kōzōbutsu Mentenansu Kenkyū Sentā, 2009.

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29

National Institute of Standards and Technology (U.S.), ed. Effect of drying shrinkage cracks and flexural cracks on concrete bulk permeability. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.

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30

Young, A. G., and M. O. Albana. Modelling of Cracking and Inelastic Behaviour of Reinforced Concrete Structures: Final Report. European Communities / Union (EUR-OP/OOPEC/OPOCE), 1989.

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31

Round-Robin analysis of the behavior of a 1:6-scale reinforced concrete containment model pressurized to failure: Posttest evaluations. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1989.

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32

U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering. and Sandia National Laboratories, eds. Round-Robin analysis of the behavior of a 1:6-scale reinforced concrete containment model pressurized to failure: Posttest evaluations. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1989.

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33

C, Bomar L., American Association of State Highway and Transportation Officials., and United States. Federal Highway Administration., eds. Determining deteriorated areas in portland cement concrete pavements using radar and video imaging. Washington, D.C: Transportation Research Board, National Research Council, 1988.

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