162
Views
6
CrossRef citations to date
0
Altmetric
Articles

Large-scale testing of shrinkage mitigating concrete

, , , , , & show all
Pages 39-54 | Received 09 Oct 2017, Accepted 19 Aug 2018, Published online: 03 Dec 2018

References

  • Babaei K, Fouladgar AM. Solutions to concrete bridge deck cracking. Concrete Int. 1997;19:34–37.
  • Lindquist WD, Darwin D, Browning J, et al. Effect of cracking on chloride content in concrete bridge decks. ACI Mater J. 2006;103:467–473.
  • Purvis R, Babaei K, Udani N, et al. Premature Cracking of Concrete Bridge Decks: Causes and Methods of Prevention. San Francisco, CA: Publisher; 1995.
  • Yunovich M, Thompson NG, Balvanyos T, et al. Highway Bridges. McLean, VA: Appendix D, Corrosion Cost and Preventive Strategies in the United States, by GH Koch, M. PO, H. Broongers, NG Thompson, YP Virmani, JH Payer, Federal Highway Administration; 2002. (Report No. FHWA-RD-01-156).
  • Rhodes JA. Prediction of Creep, Shrinkage, and Temperature Effects in Concrete Structures. Michigan: American Concrete Institute; 1994.
  • Nishiyama M. Mechanical properties of concrete and reinforcement state-of-the-art report on HSC and HSS in Japan. J Adv Concrete Technol. 2009;7:157–182.
  • Wiegrink K, Marikunte S, Shah SP. Shrinkage cracking of high-strength concrete. Mater J. 1996;93:409–515.
  • Richardson D, Tung Y, Tobias D, et al. An experimental study of bridge deck cracking using type K-cement. Construct Build Mater. 2014;52:366–374.
  • Hadidi R, Saadeghvaziri MA. Transverse cracking of concrete bridge decks: state-of-the-art. J Bridge Eng. 2005;10:503–510.
  • Altoubat SA, Lange DA. Creep, shrinkage, and cracking of restrained concrete at early age. ACI Mater J. 2001;98:323–331.
  • Alexander MG. Aggregates and the deformation properties of concrete. ACI Mater J. 1996;93:569–577.
  • Lawler J, Krauss P, Abernathy C. Development of High-Performance Concrete Mixtures for Durable Bridge Decks in Montana Using Locally Available Materials, ACI Special Publication, 2005, 883:902.
  • French C, Eppers L, Le Q, et al. Transverse cracking in concrete bridge decks. Washington, D.C.: Transportation Research Record 1688; 1999. (Report No. MN/RC-1999-05).
  • Darwin D, Browning J, Lindquist W, et al. Low-cracking, high-performance concrete bridge decks: case studies over first 6 years. Transport Res Rec: J Transport Res Board. 2010;43:61–69.
  • Frosch RJ, Blackman DT, Radabaugh RD. Investigation of bridge deck cracking in various bridge superstructure systems. West Lafayette, Indiana: Join Transportation Research Program Technical Report; 2002. (Report No. FHWA/IN/JTRP-2002/25).
  • Darwin D, Lindquist WD, McLeod HA, et al. Mineral admixtures, curing, and concrete shrinkage – an update. Concrete Technol. 2007;1:56–65.
  • Krauss PD, Rogalla EA. Transverse Cracking in Newly Constructed Bridge Decks. Washington, DC: NCHRP; 1996. (Report No. 12-37 FY ’92).
  • Cheng T, Johnston D. Incidence assessment of transverse cracking in concrete bridge decks: construction and material considerations. Raleigh, N.C.: North Carolina State University Department of Civil Engineering; 1985. (Report No. FHWA/NC/85-002 V.1).
  • Darwin D, Browning J, Lindquist WD. Control of cracking in bridge decks: observations from the field. Cement Concrete Aggr. 2004;26:148–154.
  • Horn M, Stewart CF, Boulware R. Factors affecting the durability of concrete bridge decks: construction practices. Bridge Department California Division of Highways; 1975. (Interim Report No. 4 CA-DOT-ST-4104-475-3).
  • Streeter D. Developing high-performance concrete mix for New York State bridge decks. Transport Res Rec: J Transport Res Board. 1996;1532:60–65.
  • Brown MD, Smith CA, Greg Sellers J, et al. Use of alternative materials to reduce shrinkage cracking in bridge decks. ACI Mater J. 2007;104:629–637.
  • Whiting DA, Detwiler RJ, Lagergren ES. Cracking tendency and drying shrinkage of silica fume concrete for bridge deck applications. Mater J. 2000;97:71–77.
  • Subramaniam KV, Gromotka R, Shah SP, et al. Influence of ultrafine fly ash on the early age response and the shrinkage cracking potential of concrete. J Mater Civil Eng. 2005;17:45–53.
  • Naik TR, Chun Y-m, Kraus RN. Reducing shrinkage cracking of structural concrete through the use of admixtures. Wisconsin Highway Research Program; 2006. (Report No. WHRP 06-08).
  • Nagataki S, Gomi H. Expansive admixtures (mainly ettringite). Cement Concrete Comp. 1998;20:163–170.
  • Chaunsali P, Lim S, Mondal P, et al. Bridge decks: mitigation of cracking and increased durability. Illinois: Illinois Center for Transportation; 2013. (Report No. FHWA-ICT-13-023).
  • Gruner P, Plain G. Type K shrinkage-compensating cement in bridge deck concrete. Concrete Int. 1993;15:44–47.
  • Klein A, Troxell G. Studies of calcium sulfoaluminate admixtures for expansive cements. Am Soc Test Mater. 1958;58:986–1008.
  • Rahman M, Chen Y, Lindquist W, et al. Mitigation of shrinkage cracking in bridge decks using Type-K cement. Fort Worth, Texas; 2018.
  • Pittman DW, Ramey GE, Webster G, et al. Laboratory evaluation of concrete mixture designs employing type I and type K cement. J Mater Civil Eng. 1999;11:144–150.
  • Bentur A, Igarashi S-i, Kovler K. Prevention of autogenous shrinkage in high-strength concrete by internal curing using wet lightweight aggregates. Cement Concrete Res. 2001;31:1587–1591.
  • Wei Y, Hansen W. Pre-soaked lightweight fine aggregates as additives for internal curing in concrete. Special Publication. American Concrete Institute. 2008;256:35–44.
  • Bentz DP, Weiss WJ. Internal Curing: A 2010 State-of-the-Art Review. Gaithersburg: US Department of Commerce, National Institute of Standards and Technology; 2011.
  • Browning J, Darwin D, Reynolds D, et al. Lightweight aggregate as internal curing agent to limit concrete shrinkage. ACI Mater J. 2011;108:638–644.
  • Guthrie W, Yaede J. Internal curing of concrete bridge decks in Utah: preliminary evaluation. Transport Res Rec: J Transport Res Board. 2013;2342:121–128.
  • Henkensiefken R, Sant G, Nantung T, et al. Detecting solidification using moisture transport from saturated lightweight aggregate. Technical Session on Transition from Fluid to Solid: Reexamining the Behavior of Concrete at Early Ages, American Concrete Institute SP-259. 2009. p. 77–88.
  • Castro J, Keiser L, Golias M, et al. Absorption and desorption properties of fine lightweight aggregate for application to internally cured concrete mixtures. Cement Concrete Comp. 2011;33:1001–1008.
  • Henkensiefken R, Bentz D, Nantung T, et al. Volume change and cracking in internally cured mixtures made with saturated lightweight aggregate under sealed and unsealed conditions. Cement Concrete Comp. 2009;31:427–437.
  • Radlinska A, Rajabipour F, Bucher B, et al. Shrinkage mitigation strategies in cementitious systems: a closer look at differences in sealed and unsealed behavior. Transport Res Rec: J Transport Res Board. 2008;2070:59–67.
  • Bentz DP. Internal curing of high-performance blended cement mortars. ACI Mater J. 2007;104:408.
  • Wasserman R, Bentur A. Interfacial interactions in lightweight aggregate concretes and their influence on the concrete strength. Cement Concrete Comp. 1996;18:67–76.
  • Ardeshirilajimi A, Wu D, Chaunsali P, et al. Bridge decks: mitigation of cracking and increased durability. Illinois: Illinois Center for Transportation; 2016. (Report No. FHWA-ICT-16-016).
  • Tikalsky P, Carrasquillo P, Carrasquillo R. Strength and durability considerations affecting mix proportioning of concrete containing fly ash. ACI Mater J. 1988;85:505–511.
  • Tikalsky PJ, Huffman MV, Butler WB, et al. Use of fly ash in concrete. ACI Committee 232. 1996.
  • Day RL, Strength, durability and creep of fly-ash concrete: part II. 1990: Publisher.
  • Hu X, Shi Z, Shi C, et al. Drying shrinkage and cracking resistance of concrete made with ternary cementitious components. Construct Build Mater. 2017;149:406–415.
  • Borg RP, Cuenca E, Gastaldo Brac EM, Ferrara L. Crack sealing capacity in chloride-rich environments of mortars containing different cement substitutes and crystalline admixtures. J Sust Cement Based Mater. 2018;7:141–159.
  • ASTM International WC, PA. Standard Specification for Lightweight Aggregate for Internal Curing of Concrete. ASTM C1761; 2013.
  • ASTM International WC, PA. Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method. ASTM C231; 2014.
  • ASTM International WC, PA. Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. ASTM C39; 2014.
  • Golias M, Bentz D, Weiss J. Influence of exposure conditions on the efficiency of internal curing. Adv Civil Eng Mater. 2013;2:12.
  • Schlitter, J., R. Henkensiefken, J. Castro, K. Raoufi, J. Weiss, and T. Nantung. Development of Internally Cured Concrete for Increased Service Life. Publication FHWA/IN/JTRP-2010/10. Joint Transportation Research Program, Indiana Department of Transportation and Purdue University, West Lafayette, Indiana, 2010. https://doi.org/10.5703/1288284314262
  • Chaunsali P, Mondal P. Influence of calcium sulfoaluminate (CSA) cement content on expansion and hydration behavior of various ordinary portland cement CSA blends. J Am Ceram Soc. 2015;98:2617–2624.
  • Ardeshirilajimi A, Wu D, Chaunsali P, et al. Effects of presoaked lightweight aggregate on deformation properties of ordinary portland cement-calcium sulfoaluminate cement blends. ACI Mater J. 2017;114:643–652.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.