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2022 | Vol. 22, no. 3 | art. no. e134
Tytuł artykułu

Performance of high‑strength green concrete under the influence of curing methods, volcanic pumice dust, and hot weather

Wybrane pełne teksty z tego czasopisma
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This study aimed at examining the impact of concrete curing methods in hot-weather regions on the properties of high-strength green concrete (HSC), which is made from a local industrial waste by-product from the manufacture of light volcanic aggregates called volcanic pumice dust (VPD). The HSC properties are significantly affected by the curing methods, the ambient weather, and the alternative materials to cement. This study aimed to apply three curing methods in a hot-weather region, including the following: (1) the specimens were immersed in a water tank in laboratory conditions, (2) the specimens were cured by covering them with a wet burlap outdoors and spraying the burlap with water twice a day, and (3) the specimens were cured by spraying with water outdoor. Three VPD replacement rates are applied, namely 10%, 20%, and 30% cement mass replacements. In this study, slump tests were conducted and the water absorption, sorptivity, and compressive, indirect tensile, and flexural strengths were investigated to determine the HSC properties. The microstructure of the cement paste was evaluated through thermogravimetric analysis, scanning electron microscopy, and X-ray diffraction. The addition of VPD contributed to reducing the negative impact of hot weather on concrete and improving construction applications. All tests were conducted on hardened concrete at 7, 28, 90, and 180 curing ages. Furthermore, the compressive strength of the immersion curing methods using 10% of VPD surpassed 60 MPa at the 28-day curing age. The residual compressive strength was in the range of 85.6-98.2% when CC and SC were applied compared to IC for all replacement rates at a test age of 180 days. The HSC containing 30% of VPD showed low water sorptivity and water absorption in all curing methods.
Wydawca

Rocznik
Strony
art. no. e134
Opis fizyczny
Bibliogr. 69 poz., rys., tab., wykr.
Twórcy
  • Civil Engineering Department, College of Engineering, Jazan University, Jazan 45142, Saudi Arabia, azmohsen@jazau.edu.sa
  • Department of Civil Engineering, Faculty of Engineering, University of Science and Technology, Aden, Yemen
  • Civil Engineering Department, College of Engineering, Jazan University, Jazan 45142, Saudi Arabia
  • Department of Civil Engineering, College of Engineering, Prince Sattam Bin Abdulaziz University, Alkharj 11942, Saudi Arabia
  • Department of Civil Engineering, Faculty of Engineering and IT, Amran University, 9677 Amran, Yemen
  • Civil Engineering Department, Elmergib University, Al‑Khums, Libya
autor
  • Civil Engineering Department, College of Engineering, Jazan University, Jazan 45142, Saudi Arabia
Bibliografia
  • 1. USGS, Mineral commodity summaries 2017, 2017. https://minerals.usgs.gov/minerals/. Accessed 8 Aug 2018.
  • 2. Imbabi MS, Carrigan C, McKenna S. Trends and developments in green cement and concrete technology. Int J Sustain Built Environ. 2012;1(2):194-216.
  • 3. Ardalan RB, Joshaghani A, Hooton RD. Workability retention and compressive strength of self-compacting concrete incorporating pumice powder and silica fume. Constr Build Mater. 2017;134:116-22.
  • 4. Zeyad AM, Tayeh BA, Yusuf MO. Strength and transport characteristics of volcanic pumice powder based high strength concrete. Constr Build Mater. 2019;216:314-24.
  • 5. ASTM. Standard Specification for Fly Ash or Raw or Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete, ASTM C618, Barr Harbor Drive, West Conshohocken; 2005, p. 4.
  • 6. Ulusu H, Aruntas HY, Gencel O. Investigation on characteristics of blended cements containing pumice. Constr Build Mater. 2016;118:11-9.
  • 7. Alves M, Cremonini R, Dal Molin D. A comparison of mix proportioning methods for high-strength concrete. Cement Concr Compos. 2004;26(6):613-21.
  • 8. Zeyad AM, Al-Qahtani SA, Al-Shehri HA. Production of high-strength concrete by utilizing volcanic pumice waste in KSA, Jazan region: particle size effect. Int J Sci Res Eng Trends. 2019;5:1677-81.
  • 9. Zeyad AM. Effect of curing methods in hot weather on the properties of high-strength concretes. J King Saud Univ Eng Sci. 2017;31(3):218-33.
  • 10. Zeyad AM, Tayeh BA, Adesina A, de Azevedo ARG, Amin M, Hadzima-Nyarko M, Agwa IS. Review on effect of steam curing on behavior of concrete. Clean Mater. 2022;3: 100042.
  • 11. Amin M, Zeyad AM, Tayeh BA, Agwa IS. Engineering properties of self-cured normal and high strength concrete produced using polyethylene glycol and porous ceramic waste as coarse aggregate. Constr Build Mater. 2021;299: 124243.
  • 12. Wyrzykowski M, Lura PJC, Res C. Effect of relative humidity decrease due to self-desiccation on the hydration kinetics of cement. Cem Concr Res. 2016;85:75-81.
  • 13. ACI. Guide to External Curing of Concrete, 308R. Farmington Hills, USA: American Concrete Institute; 2016. p. 30.
  • 14. Zhao H, Sun W, Wu X, Gao B. Effect of initial water-curing period and curing condition on the properties of self-compacting concrete. Mater Des. 2012;35:194-200.
  • 15. Ibrahim M, Shameem M, Al-Mehthel M, Maslehuddin M. Effect of curing methods on strength and durability of concrete under hot weather conditions. Cem Concr Compos. 2013;41:60-9.
  • 16. Bushlaibi AH, Alshamsi AM. Efficiency of curing on partially exposed high-strength concrete in hot climate. Cem Concr Res. 2002;32(6):949-53.
  • 17. Nassif HH, Najm H, Suksawang N. Effect of pozzolanic materials and curing methods on the elastic modulus of HPC. Cem Concr Compos. 2005;27(6):661-70.
  • 18. ACI-305, Specification for Hot Weather Concreting, Reported by ACI Committee 305, Farmington Hills, MI, USA; 2007. p. 12.
  • 19. Khan M, Abbas Y. Curing optimization for strength and durability of silica fume and fuel ash concretes under hot weather conditions. Constr Build Mater. 2017;157:1092-105.
  • 20. Al-Gahtani A. Effect of curing methods on the properties of plain and blended cement concretes. Constr Build Mater. 2010;24(3):308-14.
  • 21. Bentur A, Goldman A. Curing effects, strength and physical properties of high strength silica fume concretes. J Mater Civ Eng. 1989;1(1):46-58.
  • 22. Zeyad AM, Khan AH, Tayeh BA. Durability and strength characteristics of high-strength concrete incorporated with volcanic pumice powder and polypropylene fibers. J Mark Res. 2020;9(1):806-18.
  • 23. ASTM. Standard test methods for chemical analysis of hydraulic cement, ASTM C114. West Conshohocken: American Society for Testing and Materials; 2000, p. 30.
  • 24. ASTM. Standard test methods for fineness of hydraulic cement by air-permeability apparatus, ASTM C204. West Conshohocken: ASTM International; 2011. p. 9.
  • 25. ASTM. Standard test method for true specific gravity of refractory materials by gas-comparison pycnometer, ASTM C604. West Conshohocken: ASTM International; 2012. p. 3.
  • 26. ASTM. Standard test methods for sampling and testing fly ash or natural pozzolans for use in portland-cement concrete, concrete and aggregates C311. West Conshohocken, USA: ASTM International; 2016. p. 9.
  • 27. ASTM. Standard specification for concrete aggregates ASTM C33/C33M. West Conshohocken: ASTM International; 2018. p. 8.
  • 28. ASTM. Standard test method for slump of hydraulic-cement concrete, ASTM C 143/C 143M 100 Barr Harbor, West Conshohocken; 2015. p. 3.
  • 29. ASTM. Standard test method for compressive strength of cylindrical concrete specimens, ASTM C39/C39M. West Conshohocken, USA: ASTM International; 2018. p. 8.
  • 30. ASTM, Standard test method for flexural strength of concrete (using simple beam with third-point loading), ASTM C78/C78M. West Conshohocken, USA: ASTM International; 2018. p. 5.
  • 31. ASTM. Standard test method for splitting tensile strength of cylindrical concrete specimens, ASTM C496/C496M. West Conshohocken, USA: ASTM International; 2017. p. 5.
  • 32. ASTM. Standard test method for measurement of rate of absorption of water by hydraulic-cement concretes, ASTM C1585, West Conshohocken, USA: ASTM International; 2013. p. 6.
  • 33. Gołaszewski JJACEE. Influence of cement properties on rheology of fresh cement mortars without and with superplasticizer. Archit Civ Eng Environ. 2008;4:49-66.
  • 34. Zeyad AM, Tayeh BA, Saba AM, Johari MJ. Workability, setting time and strength of high-strength concrete containing high volume of palm oil fuel ash. TOCIEJ. 2018;12(1):35-46.
  • 35. Zeyad AM, Almalki AJAJOG. Role of particle size of natural pozzolanic materials of volcanic pumice: flow properties, strength, and permeability. Arab J Geosci. 2021;14(2):1-11.
  • 36. Cheah CB, Tiong LL, Ng EP, Oo CW. The engineering performance of concrete containing high volume of ground granulated blast furnace slag and pulverized fly ash with polycarboxylate-based superplasticizer. Constr Build Mater. 2019;202:909-21.
  • 37. Zeyad AM, Almalki AJ. Technology, influence of mixing time and superplasticizer dosage on self-consolidating concrete properties. J Mater Res Technol. 2020;9(3):6101-15.
  • 38. Jiao D, Shi C, Yuan Q, An X, Liu Y, Li HJC, Composites C. Effect of constituents on rheological properties of fresh concrete-a review. Cem Concr Compos. 2017;83:146-59.
  • 39. Dils J, Boel V, De Schutter GJC, Materials B. Influence of cement type and mixing pressure on air content, rheology and mechanical properties of UHPC. Constr Build Mater. 2013;41:455-63.
  • 40. Kang S-H, Kwon M, Kwon Y-H, Moon J. Effects of polycarboxylate ether (PCE)-based superplasticizer on the dissolution and subsequent hydration of calcium oxide (CaO). Cem Concr Res. 2021;146: 106467.
  • 41. Vance K, Kumar A, Sant G, Neithalath NJC, Research C. The rheological properties of ternary binders containing Portland cement, limestone, and metakaolin or fly ash. Cem Concr Res. 2013;52:196-207.
  • 42. Kupwade-Patil K, Chin SH, Johnston ML, Maragh J, Masic A, Buyukozturk OJJOMICE. Particle size effect of volcanic ash towards developing engineered portland cements. J Mater Civ Eng. 2018;30(8):04018190.
  • 43. Kasaniya M, Thomas MD, Moffatt EGJC, Res C. Pozzolanic reactivity of natural pozzolans, ground glasses and coal bottom ashes and implication of their incorporation on the chloride permeability of concrete. Cem Concr Res. 2021;139:106259.
  • 44. Seraj S, Cano R, Ferron RD, Juenger MCJC, Composites C. The role of particle size on the performance of pumice as a supplementary cementitious material. Cem Concr Compos. 2017;80:135-42.
  • 45. Mehrinejad Khotbehsara M, Mohseni E, Ozbakkaloglu T, Ranjbar MM. Retracted: durability characteristics of self-compacting concrete incorporating pumice and metakaolin. J Mater Civ Eng. 2017;29(11):04017218.
  • 46. Zeyad AM, Johari MAM, Tayeh BA, Yusuf MOJJOCP. Pozzolanic reactivity of ultrafine palm oil fuel ash waste on strength and durability performances of high strength concrete. J Clean Prod. 2017;144:511-22.
  • 47. Ramasamy U, Bordelon AC, Tikalsky PJJJOMICE. Properties of different pumice grades blended with cement. J Mater Civ Eng. 2017;29(7):04017040.
  • 48. Karataş M, Benli A, Ergin A. Influence of ground pumice powder on the mechanical properties and durability of self-compacting mortars. Constr Build Mater. 2017;150:467-79.
  • 49. Seraj S, Cano R, Ferron RD, Juenger MCG. The role of particle size on the performance of pumice as a supplementary cementitious material. Cem Concr Compos. 2017;80:135-42.
  • 50. Flatt RJ, Scherer GW, Bullard JWJC, Research C. Why alite stops hydrating below 80% relative humidity. Cem Concr Res. 2011;41(9):987-92.
  • 51. Patel R, Killoh D, Parrott L, Gutteridge WJM. Structures, influence of curing at different relative humidities upon compound reactions and porosity in Portland cement paste. Mater Struct. 1988;21(3):192-7.
  • 52. Shen J, Xu Q. Effect of moisture content and porosity on compressive strength of concrete during drying at 105 °C. Constr Build Mater. 2019;195:19-27.
  • 53. Bisschop J, Van Mier JGM. How to study drying shrinkage microcracking in cement-based materials using optical and scanning electron microscopy? Cem Concr Res. 2002;32(2):279-87.
  • 54. Khan K, Amin MNJC, Materials B. Influence of fineness of volcanic ash and its blends with quarry dust and slag on compressive strength of mortar under different curing temperatures. Constr Build Mater. 2017;154:514-28.
  • 55. Magbool HM, Zeyad AM. The effect of varied types of steel fibers on the performance of self-compacting concrete modified with volcanic pumice powder. Mater Sci Pol. 2021;39:172-87.
  • 56. Cakır O, Akoz FJC, Materials B. Effect of curing conditions on the mortars with and without GGBFS. Constr Build Mater. 2008;22(3):308-14.
  • 57. Liu B, Luo G, Xie YJC, Materials B. Effect of curing conditions on the permeability of concrete with high volume mineral admixtures. Constr Build Mater. 2018;167:359-71.
  • 58. Liu J, Shi C, Ma X, Khayat KH, Zhang J, Wang D. An overview on the effect of internal curing on shrinkage of high performance cement-based materials. Constr Build Mater. 2017;146:702-12.
  • 59. Hossain K, Lachemi MJC, Research C. Performance of volcanic ash and pumice based blended cement concrete in mixed sulfate environment. Cem Concr Res. 2006;36(6):1123-33.
  • 60. Hossain KMA, Lachemi MJC, Research C. Strength, durability and micro-structural aspects of high performance volcanic ash concrete. Cem Concr Res. 2007;37(5):759-66.
  • 61. Taniguchi M, Takahashi T, Sagawa T. Effect of pozzolanic reactivity of volcanic ash in Hokkaido on the durability of volcanic ash concrete. In: High tech concrete: where technology and engineering meet, Springer; 2018. p. 2177-84.
  • 62. Al-Swaidani AMJSAS. Efficiency of nano-volcanic scoria in the concrete binder. SN Appl Sci. 2019;1(9):1-15.
  • 63. Zeyad AM, Tayeh BA, Yusuf MOJC, Materials B. Strength and transport characteristics of volcanic pumice powder based high strength concrete. Constr Build Mater. 2019;216:314-24.
  • 64. Zhuang S, Sun J. The feasibility of properly raising temperature for preparing high-volume fly ash or slag steam-cured concrete: an evaluation on DEF, 4-year strength and durability. Constr Build Mater. 2020;242: 118094.
  • 65. Giergiczny Z. Effect of some additives on the reactions in fly ash-Ca (OH) 2 system. J Therm Anal Calorim. 2004;76(3):747-54.
  • 66. Borges PHR, Costa JO, Milestone NB, Lynsdale CJ, Streat-field RE. Carbonation of CH and C-S-H in composite cement pastes containing high amounts of BFS. Cem Concr Res. 2010;40(2):284-92.
  • 67. Borges PHR, Costa JO, Milestone NB, Lynsdale CJ, Streat-field RE. Carbonation of CH and CSH in composite cement pastes containing high amounts of BFS. Cem Concr Res. 2010;40(2):284-92.
  • 68. Chandara C. Study on pozzolanic reaction and fluidity of blended cement containing treated palm oil fuel ash as mineral admixture. In: Materials and mineral resources engineering, Sains Malaysia, Penang, Malaysia; 2011. p. 208.
  • 69. Frias Rojas M, Sanchez de Rojas MI. The effect of high curing temperature on the reaction kinetics in MK/lime and MK-blended cement matrices at 60 °C. Cem Concr Res. 2003;33(5):643-9.
Uwagi
PL
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023)
Typ dokumentu
Bibliografia
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