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Performance of green high-strength concrete incorporating palm oil fuel ash in harsh environments

Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The corrosion of steel reinforcement by chloride is commonly recognized as a key factor that contributes to the degradation of durability in reinforced concreae structures. Using supplementary cementitious materials, such as industrial and agricultural waste materials, usually enhances the impermeability of the concrete and its corrosion resistance, acid resistance, and sulfate resistance. This study’s primary purpose is to examine the effects of replacing ordinary Portland cement (OPC) with ultrafine palm oil fuel ash (U-POFA) on the corrosion resistant performance of high-strength green concrete (HSGC). There were four HSGC mixes tested; the first mix contained 100% OPC, while the other mixes replaced OPC mass with 20%, 40%, and 60% of U-POFA. The performance of all HSGC mixes containing U-POFA on workability, compressive strength, porosity, water absorption, impressed voltage test, and mass loss was investigated at 7, 28, 60, and 90 days. Adding U-POFA to mixes enhances their workability, compressive strength (CS), water absorption, and porosity in comparison with mixes that contain 100% OPC. The findings clearly portrayed that the utilization of U-POFA as a partial alternative for OPC significantly enhances the corrosion-resistant performance of the HSGC. In general, it is strongly advised that a high proportion of U-POFA be incorporated, totaling 60% of the OPC content. This recommendation is the result of its significance as an environmentally friendly and cost-effective green pozzolanic material. Hence, it could contribute to the superior durability performance of concrete structures, particularly in aggressive environmental exposures.
Wydawca
Rocznik
Strony
24--40
Opis fizyczny
Bibliogr. 39 poz., rys., tab.
Twórcy
  • Civil Engineering Department, College of Engineering, Jazan University, Jazan 45142, Saudi Arabia
  • School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Penang, Malaysia
autor
  • School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Penang, Malaysia
  • Civil Engineering Department, College of Engineering, Jazan University, Jazan 45142, Saudi Arabia
  • School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Penang, Malaysia
  • International College of Engineering and Management Affiliated with University of Central Lancashire (UK), Muscat, Sultanate of Oman
Bibliografia
  • [1] Holland RB, Kurtis KE, Kahn LE. Effect of different concrete materials on the corrosion of the embedded reinforcing steel. In: Poursaee A, editor. Corrosion of steel in concrete structures. Cambridge, MA: Woodhead Publishing [Elsevier imprint]; 2023: p. 199–218.
  • [2] Zhao, Y., Pan T, Yu X, Chen D. Corrosion inhibition efficiency of triethanolammonium dodecylbenzene sulfonate on Q235 carbon steel in simulated concrete pore solution. Corros Sci. 2019;158:108097.
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  • [4] Liang Y, Wang L. Prediction of corrosion-induced cracking of concrete cover: a critical review for thick-walled cylinder models. Ocean Eng. 2020;213:107688.
  • [5] Jagadesh P, Ramachandramurthy A, Rajasulochana P, Hasan MA, Murgesan R, et al. Effect of processed sugarcane bagasse ash on compressive strength of blended mortar and assessments using statistical modelling. Case Stud Constr Mater. 2023;19:e02435.
  • [6] Garg R, Garg R, Eddy NO, Khan MA, Khyan AH, Alomavri T, Berwal P. Mechanical strength and durability analysis of mortars prepared with fly ash and nanometakaolin. Case Stud Constr Mater. 2023;18:e01796.
  • [7] Paruthi S, Khan AH, Kumar A, Kumar F, Hasan MA, Magbool HM, Manzar MS. Sustainable cement replacement using waste eggshells: a review on mechanical properties of eggshell concrete and strength prediction using artificial neural network. Case Stud Constr Mater. 2023;18:e02160.
  • [8] Al-Akhras NM. Durability of metakaolin concrete to sulfate attack. Cem Concr Res. 2006;36(9):1727–34.
  • [9] Zeyad AM, Johari MAM, Abadel A, Abutaleb A, Mijarsh MJA, Almalki A. Transport properties of palm oil fuel ash-based high-performance green concrete subjected to steam curing regimes. Case Stud Constr Mater. 2022;16:e01077.
  • [10] Ranjbar N, Mehrali M, Alengaram UJ. Compressive strength and microstructural analysis of fly ash/palm oil fuel ash based geopolymer mortar. Mater Des. 2014;59:532–9.
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  • [12] Chindaprasirt P, Homwuttiwong S, Jaturapitakkul C. Strength and water permeability of concrete containing palm oil fuel ash and rice husk–bark ash. Constr Build Mater. 2007;21(7):1492–9.
  • [13] Hamada H, Alattar A, Tayeh B, Yahaya F. Sustainable application of coal bottom ash as fine aggregates in concrete: a comprehensive review. Case Stud Constr Mater. 2022:16:e01109.
  • [14] Johari MAM, Zeyad AM, Muhamad Bunnori N, Ariffin KS. Engineering and transport properties of high-strength green concrete containing high volume of ultrafine palm oil fuel ash. Constr Build Mater. 2012;30:281–8.
  • [15] Jaturapitakkul C, KIattikomol KI, Tangchirapat W. Evaluation of the sulfate resistance of concrete containing palm oil fuel ash. Constr Build Mater. 2007;21(7):1399–405.
  • [16] Chandara C, Aziozio KAM, Ahmad ZA, Hashim SFS, Sakai E. Heat of hydration of blended cement containing treated ground palm oil fuel ash. Constr Build Mater. 2012;27(1):78–81.
  • [17] Zeyad, AM, Megat Johari MA, Tayeh BA, Olalekan Yusuf M. Efficiency of treated and untreated palm oil fuel ash as a supplementary binder on engineering and fluid transport properties of high-strength concrete. Constr Build Mater. 2016;125:1066–1079.
  • [18] Thomas N, Mathew S, Nair KM, O’Dowd K, Forouzandeh P, Goswami A, et al. 2D MoS2: structure, mechanisms, and photocatalytic applications. Mater Today Sustain 2021;13:100073.
  • [19] Hamada HM, Jokhio GA, Yahaya F, Humada AM, Gul Y. The present state of the use of palm oil fuel ash (POFA) in concrete. Constr Build Mater. 2018;175: 26–40.
  • [20] Hamada HM, Al-Attar A, Shi J, Yahaya F, Al Jawahery MS, Yousif ST. Optimization of sustainable concrete characteristics incorporating palm oil clinker and nanopalm oil fuel ash using response surface methodology. Powder Technol. 2023;413:118054.
  • [21] Alsubari B, Shafigh P, Ibrahim Z, Alnahhal F, Jumaat MZ. Properties of eco-friendly self-compacting concrete containing modified treated palm oil fuel ash. Construct Build Mater. 2018;158:742–54.
  • [22] Alani AH, Bunnori NM, Noaman AT. Durability performance of a novel ultra-high-performance PET green concrete (UHPPGC). Constr Build Mater. 2019;209:395–405.
  • [23] Alsubari B, Shafigh P, Jumaat MZ. Development of self-consolidating high strength concrete incorporating treated palm oil fuel ash. Materials. 2015;8(5): 2154–73.
  • [24] Bassuoni MT, Nehdi ML. Resistance of selfconsolidating concrete to sulfuric acid attack with consecutive pH reduction. Cem Concr Res. 2007;37(7): 1070–84.
  • [25] Zeyad AM. 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.
  • [26] Hassan MH, Abo Sabah SH, Bunnori NM, Megat Johari, MA. Fluid transport properties of normal concrete substrate and a new green fiber reinforced concrete overlay composite. Struct Concr. 2019;20(5):1771–80.
  • [27] ASTM-C150. Standard test method for Portland cement. 2016, West Conshohocken, PA, United States.
  • [28] ASTM-C128. Standard test method for relative density (specific gravity) and absorption of fine aggregate. 2015, West Conshohocken, PA, United States.
  • [29] ASTM-C136. Standard test method for sieve analysis of fine and coarse aggregates. 2006, West Conshohocken, PA, United States.
  • [30] ASTM-C127. Standard test method for relative density (specific gravity) and absorption of coarse aggregate. 2015, West Conshohocken, PA, United States.
  • [31] ASTM-C33/C33M. Standard specification for concrete aggregates. 2018.
  • [32] ASTM-C496. Standard test method for splitting tensile strength of cylindrical concrete specimens. West Conshohocken, Pennsylvania, USA. 2011.
  • [33] EN B. 12390-3, Testing hardened concrete-Part 3: Compressive strength of test specimens. British Standards Institution, 2002.
  • [34] ASTM-C373, Standard test method for water absorption, bulk density, apparent porosity, and apparent specific gravity of fired whiteware products. ASTM International, West Conshohocken, Pennsylvania, USA. 2014.
  • [35] Topçu İB, Boğa AR. Effect of ground granulate blast-furnace slag on corrosion performance of steel embedded in concrete. Mater Des. 2010;31(7):3358–65.
  • [36] Bignozzi MC, Bonduà S. Alternative blended cement with ceramic residues: corrosion resistance investigation on reinforced mortar. Cem Concr Res. 2011;41(9): 947–54.
  • [37] Kroehong W, Sinsiri T, Jaturapitakkul C. Effect of palm oil fuel ash fineness on packing effect and pozzolanic reaction of blended cement paste. Proc Eng. 2011;14:361–9.
  • [38] Okba SH., A.S. El-Dieb, and M.M. Reda MM. Evaluation of the corrosion resistance of latex modified concrete (LMC). Cem Concr Res. 1997;27(6):861–8.
  • [39] Chindaprasirt P, Chotetanorm C, Rukzon S. Use of palm oil fuel ash to improve chloride and corrosion resistance of high-strength and high-workability concrete. J Mater Civil Eng. 2011;23(4):499–503.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-db9eceb1-bc9a-45cf-8908-189699c99c1c
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