Effect of SAP on Properties of High Performance Concrete under Marine Wetting and Drying Cycles

Cherel Ouattara Coumoin , Fazhou Wang , Jin Yang , Zhichao Liu

Journal of Wuhan University of Technology Materials Science Edition ›› 2019, Vol. 34 ›› Issue (5) : 1136 -1142.

PDF
Journal of Wuhan University of Technology Materials Science Edition ›› 2019, Vol. 34 ›› Issue (5) : 1136 -1142. DOI: 10.1007/s11595-019-2170-3
Cementitious Materials

Effect of SAP on Properties of High Performance Concrete under Marine Wetting and Drying Cycles

Author information +
History +
PDF

Abstract

The internal curing effect of superabsorbent polymer (SAP) on the properties of high performance concrete (HPC) under marine wetting and drying cycles (WD cycles) was investigated. Compressive strength, hydration and chloride migration were experimentally investigated and the results were evaluated by compasison with those under fresh water curing (FW). Water absorption and porosity were also evaluated only under WD cycles. The results showed the important influence of wetting and drying cycles on the properties of SAP modified HPC properties. Carefully designed, SAP minimized the long-term compressive strength of HPC under marine WD cycles. The hydration rate was faster in the initial curing, but became lower as compared with that cured in FW. In addition, SAP improved the long-term water absorption resistance and chloride migration resistance of HPC under marine WD cycles. The examination of the porosity showed a lower increase of the volume of capillary pores in SAP modified HPC under long term WD cycles compared with that without SAP. Therefore, internal curing by SAP could improve the durability properties of HPC under marine WD cycles.

Keywords

superabsorbent polymer (SAP) / high performance concrete / wetting and drying cycles / internal curing

Cite this article

Download citation ▾
Cherel Ouattara Coumoin, Fazhou Wang, Jin Yang, Zhichao Liu. Effect of SAP on Properties of High Performance Concrete under Marine Wetting and Drying Cycles. Journal of Wuhan University of Technology Materials Science Edition, 2019, 34(5): 1136-1142 DOI:10.1007/s11595-019-2170-3

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Zhutovsky S, Kovler K. Effect of Internal Curing on Durability-Related Properties of High Performance Concrete[J]. Cem. Concr. Res., 2012, 42(1): 20-26.

[2]

Mehta PK, Atcin PC. Principles Underlying Production of High-Performance Concrete[J]. Cem. Concr. Aggr., 1990, 12(2): 70-78.

[3]

Wei Y, Hansen W. Tensile Creep Behavior of Concrete Subject to Constant Restraint at Very Early Ages[J]. J. Mater. Civ. Eng., 2013, 25(9): 1 277-1 284.

[4]

Henkensiefken R, Bentz D N, et al. Volume Change and Cracking in Internally Cured Mixtures Made with Saturated Lightweight Aggregate under Sealed and Unsealed Conditions[J]. Cem. Concr. Comp., 2009, 31(7): 427-437.

[5]

Jensen O M, Hansen P F. Water-Entrained Cement-Based Materials: I. Principles and Principles and Theoretical Background[J]. Cem. Concr. Res., 2001, 31(4): 647-654.

[6]

Zohuriaan-Mehr M J, Kabiri K. Superabsorbent Polymer Materials: A Review[J]. Iran. Polym. J., 2008, 17(6): 451

[7]

Lv L N, Yang W, He Y J, et al. Internal Curing Using Water-Releasing Material for High Strength Micro-Expansive Concrete[J]. J. Wuhan Univ. Tech. -Mater. Sci. Ed., 2009, 24(3): 510-513.

[8]

Wang F, Yang J, Hu S, et al. Influence of Superabsorbent Polymers on the Surrounding Cement Paste[J]. Cem. Concr. Res., 2016, 81: 112-121.

[9]

Hasholt M T, Jensen O M. Chloride Migration in Concrete with Superabsorbent Polymers[J]. Cem. Concr. Comp., 2015, 55: 290-297.

[10]

Hasholt M T, Jensen O M, Kovler K, et al. Can Superabsorent Polymers Mitigate Autogenous Shrinkage of Internally Cured Concrete without Compromising the Strength[J]?. Constr. Build. Mater., 2012, 31(31): 226-230.

[11]

Heimann R B, Gao D, Alexander D B. Box-Behnken Design Applied to Study the Strengthening of Aluminate Concrete Modified by a Superabsorbent Polymer/Clay Composite[J]. Adv. Cem. Res., 1997, 9(35): 93-97.

[12]

Mechtcherine V, Reinhardt H W. Application of Super Absorbent Polymers (SAP) in Concrete Construction[R]. Rilem State of the Art Reports, 2012

[13]

Gao J, Yu Z, Song L, et al. Durability of Concrete Exposed to Sulfate Attack under Flexural Loading and Drying-Wetting Cycles[J]. Constr. Build. Mater., 2013, 39(2): 33-38.

[14]

Soliman A, Nedhi M. Early-Age Shrinkage of Ultra-High-Performance Concrete under Drying/Wetting Cycles and Submerged Conditions[J]. ACI Mater. J., 2012, 109(2): 131-139.

[15]

Assmann A. Physical Properties of Concrete Modified with Superabsorbent Polymers[M], 2013 Germany: University of Stuttgart.

[16]

Kovler K, Jensen O M. Internal Curing of Concrete[R], 2007

[17]

NT BUILD. Concrete, Mortar and Cement-Based Repair Materials: Chloride Migration Coefficient from Non-Steady-State Migration Experiments[S], 1999

[18]

Ma X, Liu J, Wu Z. Effect of SAP on the Properties and Pore Structure of High Performance Cement-Based Materials[J]. Constr. Build. Mater., 2017, 131: 476-484.

[19]

Lothenbach B, Winnefeld F, Wieland E, et al. Effect of Temperature on the Pore Solution, Microstructure and Hydration Products of Portland Cement Pastes[J]. Cem. Concr. Res., 2007, 37(4): 483-491.

[20]

Zhang J, Gao Y, Han Y, et al. Interior Humidity of Concrete under Dry- Wet Cycles[J]. J. Mater. Civ. Eng., 2012, 30(6): 583-596.

[21]

Shen D, Wang T, Chen Y. Effect of Internal Curing with Superabsorbent Polymers on the Relative Humidity of Early-Age Concrete[J]. Constr. Build. Mater., 2015, 99: 246-253.

[22]

Wang F, Yang J, Cheng H, et al. Study on Mechanism of Desorption Behavior of Saturated Superabsorbent Polymers in Concrete[J]. ACI Mater. J., 2015, 112(3): 463-469.

[23]

Craeye B, Geirnaert M, Schutter GD. Super Absorbing Polymers as an Internal Curing Agent for Mitigation of Early-Age Cracking of High-Performance Concrete Bridge Decks[J]. Constr. Build. Mater., 2011, 25(1): 1-13.

[24]

Siriwatwechakul W, Siramanont J, Vichit-Vadakan W. Behavior of Superabsorbent Polymers in Calcium-and Sodium-Rich Solutions[J]. J. Mater. Civ. Eng., 2012, 24(8): 976-980.

[25]

Neville A M. Properties of Concerete[M], 2011 London: Person Education Limited.

[26]

Snoeck D, Schaubroeck D, Dubruel P, et al. Effect of High Amounts of Superabsorbent Polymers and Additional Water on the Workability, Microstructure and Strength of Mortars with a Water-To-Cement Ratio of 0.50[J]. Constr. Build. Mater., 2014, 72(72): 148-157.

[27]

Almusallam A A. Effect of Environmental Conditions on the Properties of Fresh and Hardened Concrete[J]. Cem. Concr. Compos., 2001, 23(4–5): 353-361.

[28]

Varga I D L, Spragg R P, Bella C D, et al. Fluid Transport in High Volume Fly Ash Mixtures with and without Internal Curing[J]. Cem. Concr. Comp., 2014, 45(1): 102-110.

[29]

Powers T C. The Physical Structure and Engineering Properties of Hardened Portland Cement Paste[B], 1958 Chicago: Research and Development Laboratories of Portland Cement Association.

[30]

Igarashi S I. Experimental Study on Prevention of Autogenous Deformation by Internal Curing Using Super-Absorbent Polymer Particles[C]. International RILEM Conference on Volume Changes of Hardening Concrete: Testing and Mitigation, 2006

[31]

Mindess S, Young J F, Darwin D. Concrete[M], 2003 NJ: Prentice Hall.

[32]

Farzanian K, Teixeira K P, Rocha I P, et al. The Mechanical Strength, Degree of Hydration, and Electrical Resistivity of Cement Pastes Modified with Superabsorbent Polymers[J]. Constr. Build. Mater., 2016, 109: 156-165.

AI Summary AI Mindmap
PDF

143

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/