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Erschienen in: Innovative Infrastructure Solutions 1/2024

01.01.2024 | Practice-oriented Paper

Evaluation of self-compacting concrete containing pozzolan (zeolite, metakaolin & silica fume) and polypropylene fiber against sulfate attacks with different PH: an experimental study

verfasst von: Kamyar Nabighods, Ashkan Saradar, Mohammad Mohtasham Moein, Mir Alimohammad Mirgozar Langaroudi, Juliana Byzyka, Moses Karakouzian

Erschienen in: Innovative Infrastructure Solutions | Ausgabe 1/2024

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Abstract

Self-compacting concrete (SCC) is considered one of the most popular types of concrete in the construction industry. In recent decades, investigating the performance of concrete exposed to corrosive factors such as acid attacks is one of the most important challenges in the field of concrete technology. On the other hand, in order to move toward sustainable development, the construction industry has considered the desire to use pozzolan instead of cement. Therefore, the present study examines the behavior of SCC containing three different pozzolans (zeolite, metakaolin, and silica fume) and polypropylene fibers (separately and in combination) under the conditions of curing with water and sulfuric acid (H2S04). Mixtures were cured in 4 different groups. In this regard, zeolite was added to the concrete by 15%, metakaolin by 20%, and silica fume by 10% of the cement weight. Polypropylene (PP) fibers with a length of 6 mm and 0.3% were added to the mixture. Group A were mixtures cured in water, and groups B, C, and D were mixtures cured in sulfuric acid solution with pH of 6, 4, and 2, respectively. Slump, T50, V-funnel, compressive strength, tensile strength, flexural strength, water absorption, UPV, shrinkage, expansion, mass loss, and electrical resistivity tests were performed on the mixtures in order to check the performance of different SCC mixtures. Examining the results of the tests showed that the more acidic the curing environment (i.e., the lower the pH), the higher the resistance reduction rate. The mixture containing the combination of silica fume and PP fiber resulted in the highest compressive, tensile, and flexural strengths. Morphological examination of different SCC mixtures shows that the adhesion of PP fibers with cement paste and the dispersion of PP fibers in mixtures containing silica fume are better than in other mixtures.

Graphic abstract

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Literatur
2.
Zurück zum Zitat Okamura KOH (1997) Self-compacting high performance concrete. Concr Int 19:50–54 Okamura KOH (1997) Self-compacting high performance concrete. Concr Int 19:50–54
5.
Zurück zum Zitat Okamura KOH, Maekawa K (1993) High performance concrete. Gihoubou Pub (in Japanese) Okamura KOH, Maekawa K (1993) High performance concrete. Gihoubou Pub (in Japanese)
8.
Zurück zum Zitat Soroushian P (1997) Secondary reinforcement-adding cellulose fibers. Concr Int 19:28–34 Soroushian P (1997) Secondary reinforcement-adding cellulose fibers. Concr Int 19:28–34
29.
Zurück zum Zitat BS-EN-14889–2:2006 (2006) Fibres for concrete-part 2: polymer fibres. Definitions, specifications and conformity. vol 3 BS-EN-14889–2:2006 (2006) Fibres for concrete-part 2: polymer fibres. Definitions, specifications and conformity. vol 3
33.
Zurück zum Zitat Rahmati K, Saradar A, Mohtasham Moein M, Sardrinejad I, Bristow J, Yavari A et al (2022) Evaluation of engineered cementitious composites (ecc) containing polyvinyl alcohol (PVA) fibers under compressive, direct tensile, and drop-weight test. Multiscale Multidiscip Model Exp Design. https://doi.org/10.1007/s41939-022-00135-8CrossRef Rahmati K, Saradar A, Mohtasham Moein M, Sardrinejad I, Bristow J, Yavari A et al (2022) Evaluation of engineered cementitious composites (ecc) containing polyvinyl alcohol (PVA) fibers under compressive, direct tensile, and drop-weight test. Multiscale Multidiscip Model Exp Design. https://​doi.​org/​10.​1007/​s41939-022-00135-8CrossRef
34.
Zurück zum Zitat Mohtasham Moein M, Saradar A, Rahmati K, Hatami Shirkouh A, Sadrinejad I, Aramali V et al (2022) Investigation of impact resistance of high-strength portland cement concrete containing steel fibers. Cem Mater High Perform Concr 15:1–30. https://doi.org/10.3390/ma15207157CrossRef Mohtasham Moein M, Saradar A, Rahmati K, Hatami Shirkouh A, Sadrinejad I, Aramali V et al (2022) Investigation of impact resistance of high-strength portland cement concrete containing steel fibers. Cem Mater High Perform Concr 15:1–30. https://​doi.​org/​10.​3390/​ma15207157CrossRef
47.
Zurück zum Zitat Mohtasham Moein M, Mousavi SY, Madandoust R, Naser Saeid HNS (2019) The impact resistance of steel fiber reinforcement concrete under different curing conditions: experimental and statistical analysis. J Civ Environ Eng 49(1):109–121 Mohtasham Moein M, Mousavi SY, Madandoust R, Naser Saeid HNS (2019) The impact resistance of steel fiber reinforcement concrete under different curing conditions: experimental and statistical analysis. J Civ Environ Eng 49(1):109–121
50.
Zurück zum Zitat Hatami Shirkouh A, Soliman A (2022) Rubberized alkali-activated concrete—a review. In: Proceedings of the Canadian society of civil engineering annual conference 2021, Springer Nature Singapore Hatami Shirkouh A, Soliman A (2022) Rubberized alkali-activated concrete—a review. In: Proceedings of the Canadian society of civil engineering annual conference 2021, Springer Nature Singapore
53.
Zurück zum Zitat ASTM (2005) ASTM C618 standard specification for coal fly ash and raw or calcinated natural pozzolan for use in concrete. Annual Book of ASTM Standards 2005, 1479 ASTM (2005) ASTM C618 standard specification for coal fly ash and raw or calcinated natural pozzolan for use in concrete. Annual Book of ASTM Standards 2005, 1479
56.
Zurück zum Zitat Alexander M, Bertron A, de Belie N (2013) Performance of cement-based materials in aggressive aqueous environments, vol 10. Springer, Dordrecht Alexander M, Bertron A, de Belie N (2013) Performance of cement-based materials in aggressive aqueous environments, vol 10. Springer, Dordrecht
57.
Zurück zum Zitat Winterberg R (2011) Performance and durability improvements of precast concrete lining segments with fibre reinforcement. In: 14th Australasian tunnelling conference 2011: development of underground space, proceedings Winterberg R (2011) Performance and durability improvements of precast concrete lining segments with fibre reinforcement. In: 14th Australasian tunnelling conference 2011: development of underground space, proceedings
69.
Zurück zum Zitat Rahat Dahmardeh S, Mirabimoghaddam MH, Sargazi Moghaddam MS (2018) Experimental evaluation on the performance of self compacting concrete containing glass particles under sulfuric acid attack. J Struct Constr Eng (JSCE) 5:200–220 Rahat Dahmardeh S, Mirabimoghaddam MH, Sargazi Moghaddam MS (2018) Experimental evaluation on the performance of self compacting concrete containing glass particles under sulfuric acid attack. J Struct Constr Eng (JSCE) 5:200–220
73.
Zurück zum Zitat ASTM International. ASTM C 33–03 (2010) Standard specification for concrete aggregates. American Standard Testing and Material, United States ASTM International. ASTM C 33–03 (2010) Standard specification for concrete aggregates. American Standard Testing and Material, United States
76.
Zurück zum Zitat EFNARC (2002) Specification and guidelines for self-compacting concrete. Report from EFNARC, 44 EFNARC (2002) Specification and guidelines for self-compacting concrete. Report from EFNARC, 44
77.
Zurück zum Zitat ASTM (2012) ASTM C39/C39M: standard test method for compressive strength of cylindrical concrete specimens ASTM (2012) ASTM C39/C39M: standard test method for compressive strength of cylindrical concrete specimens
78.
Zurück zum Zitat ASTM (2004) ASTM C496–04: standard test method for splitting tensile strength of cylindrical concrete specimens. West Conshohocken ASTM (2004) ASTM C496–04: standard test method for splitting tensile strength of cylindrical concrete specimens. West Conshohocken
79.
Zurück zum Zitat AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) (2002) Astm C78/C78M-02: standard test method for flexural strength of concrete (using simple beam with third-point loading)ASTM International USA AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) (2002) Astm C78/C78M-02: standard test method for flexural strength of concrete (using simple beam with third-point loading)ASTM International USA
80.
Zurück zum Zitat American Society for Testing and Materials (2021) ASTM C140/C140M: standard test methods for sampling and testing concrete masonry units and related units. vol 4 American Society for Testing and Materials (2021) ASTM C140/C140M: standard test methods for sampling and testing concrete masonry units and related units. vol 4
81.
Zurück zum Zitat ASTM International (2016) ASTM C597 standard test method for pulse velocity through concrete ASTM International (2016) ASTM C597 standard test method for pulse velocity through concrete
82.
Zurück zum Zitat Gowers K, Millard S (1999) Measurement of concrete resistivity for assessment of corrosion. ACI Mater J 96:536–541 Gowers K, Millard S (1999) Measurement of concrete resistivity for assessment of corrosion. ACI Mater J 96:536–541
91.
Zurück zum Zitat Al Qadi ANS, Bin MKN, Naganathan S, Al-Kadi QNS (2011) Effect of polypropylene fibres on fresh and hardened properties of self-compacting concrete at elevated temperatures. Aust J Basic Appl Sci 5:378–384 Al Qadi ANS, Bin MKN, Naganathan S, Al-Kadi QNS (2011) Effect of polypropylene fibres on fresh and hardened properties of self-compacting concrete at elevated temperatures. Aust J Basic Appl Sci 5:378–384
108.
Zurück zum Zitat Horszczaruk E (2012) Abrasion resistance of high-performance hydraulic concrete with polypropylene fibers. Tribologia 1:63–72 Horszczaruk E (2012) Abrasion resistance of high-performance hydraulic concrete with polypropylene fibers. Tribologia 1:63–72
120.
Zurück zum Zitat Neville AM (2011) Properties of concrete-5th edition Neville AM (2011) Properties of concrete-5th edition
121.
Zurück zum Zitat Neville AM (2010) Concrete technology, 2nd edn. Prentice Hall, United Kingdom, p 3 Neville AM (2010) Concrete technology, 2nd edn. Prentice Hall, United Kingdom, p 3
127.
Zurück zum Zitat Derdour D, Behim M, Benzerara M (2023) Effect of date palm and polypropylene fibers on the characteristics of self-compacting concrete: comparative study. Frattura Ed Integrità Strutturale (Fracture and Structural Integrity) 64:31–50 Derdour D, Behim M, Benzerara M (2023) Effect of date palm and polypropylene fibers on the characteristics of self-compacting concrete: comparative study. Frattura Ed Integrità Strutturale (Fracture and Structural Integrity) 64:31–50
Metadaten
Titel
Evaluation of self-compacting concrete containing pozzolan (zeolite, metakaolin & silica fume) and polypropylene fiber against sulfate attacks with different PH: an experimental study
verfasst von
Kamyar Nabighods
Ashkan Saradar
Mohammad Mohtasham Moein
Mir Alimohammad Mirgozar Langaroudi
Juliana Byzyka
Moses Karakouzian
Publikationsdatum
01.01.2024
Verlag
Springer International Publishing
Erschienen in
Innovative Infrastructure Solutions / Ausgabe 1/2024
Print ISSN: 2364-4176
Elektronische ISSN: 2364-4184
DOI
https://doi.org/10.1007/s41062-023-01309-0

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