Role of Limestone Addition in Improving the Initial Compressive Strength of Geopolymer Concrete for Corrosive Environment Repair

Arwinda Aribah Cahyani, Nur Ahmad Husin, Ridho Bayuaji, Yuyun Tajunnisa

Abstract


Geopolymer Concrete (GC) is highly durable in corrosive environments, making it a viable material for repair. However, its initial compressive strength was below the 7 MPa required at 1-day age. Adding fine limestone (45 μm) can improve GC's density and early strength. This study explores the effects of adding 0, 3, 5, and 7% limestone and 1% sucrose superplasticizer to GC 16M. The compressive strength was tested at 1, 3, 7, and 28 days, along with slump, permeability, and resistivity tests to assess the durability. The results show that adding 5% limestone yields the optimal GC performance for repairing corrosive environments. The compressive strengths were 15.96, 28, 43, and 67.14 MPa at 3 days, 43 MPa at 7 days, and 67.14 MPa at 28 days, with a slump of 120 mm. The permeability and resistivity results were 0.128 E-16 m² and 57.87 kΩ-cm, indicating normal corrosion levels. These findings confirm that GC with 5% limestone meets the durability and strength requirements of repair materials in corrosive environments.


Keywords


Concrete repair material; Corrosive environment; Geopolymer concrete; Limestone

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References


T. Kannangara, P. Joseph, S. Fragomeni, and M. Guerrieri, “Existing theories of concrete spalling and test methods relating to moisture migration patterns upon exposure to elevated temperatures – A review,” Case Stud. Constr. Mater., vol. 16, 2022.

S. C. Lin, Z. Q. Hu, J. Q. Han, B. Yang, and M. Elchalakani, “Failure time of reinforced concrete column under blast load,” Structures, vol. 53, no. April, pp. 1122–1134, 2023.

H. Jin, Y. Wei, Y. Zhang, Z. Huang, and L. Liu, “Compressive performance of underwater concrete columns strengthened by nondispersive mortar and stainless steel tubes,” Case Stud. Constr. Mater., vol. 19, 2023.

R. V. Makawana, P. V. Patel, and D. D. Joshi, “Seismic performance of exterior RC beam-column junction strengthened with Stainless Steel Wire Mesh (SSWM),” Mater. Today Proc., 2023.

Y. Blikharskyy, J. Selejdak, R. Vashkevych, N. Kopiika, and Z. Blikharskyy, “Strengthening RC eccentrically loaded columns by CFRP at different levels of initial load,” Eng. Struct., vol. 280, p. 115694, 2023.

A. G. Saad, M. A. Sakr, and T. M. El-korany, “The shear strength of existing non-seismic RC beam-column joints strengthened with CFRP Sheets: Numerical and analytical study,” Eng. Struct., vol. 291, p. 116497, 2023.

J. K. Prusty and B. Pradhan, “Influence of chloride ions on strength and microstructure of geopolymer concrete containing fly ash, and blend of fly ash-GGBS,” Mater. Today Proc., vol. 65, pp. 925–932, 2022.

N. A. Husin, R. Bayuaji, Y. Tajunnisa, M. S. Darmawan, and P. Suprobo, “Performance of high calcium fly ash based geopolymer concrete in chloride environment,” Int. J. GEOMATE, vol. 19, no. 74, pp. 107–113, 2020.

A. Raza, B. Ahmed, M. H. El Ouni, and W. Chen, “Mechanical, durability and microstructural characterization of cost-effective polyethylene fiber-reinforced geopolymer concrete,” Constr. Build. Mater., vol. 432, p. 136661, 2024.

Y. Tajunnisa, M. Sugimoto, T. Uchinuno, T. Sato, Y. Toda, A. Hamasaki, T. Yoshinaga, K. Shida, and Mitsuhiro, “Effect of Ggbfs and micro-silica on mechanical properties, shrinkage and microstructure of alkali-activated fly ash mortar,” Int. J. GEOMATE, vol. 13, no. 39, pp. 87–94, 2017.

M. Amran, A. A. Fakih, S. H. Chu, R. Fediuk, S. Haruna, A. Azevedo, and N. Vatin, “Long-term durability properties of geopolymer concrete: An in-depth review,” Case Stud. Constr. Mater., vol. 15, p. e00661, 2021.

Y. S. Wang, K. Di Peng, Y. Alrefaei, and J. G. Dai, “The bond between geopolymer repair mortars and OPC concrete substrate: Strength and microscopic interactions,” Cem. Concr. Compos., vol. 119, p. 103991, 2021.

S. H. G. Mousavinejad and M. Sammak, “Strength and chloride ion penetration resistance of ultra-high-performance fiber reinforced geopolymer concrete,” Structures, vol. 32, pp. 1420–1427, 2021.

P. Pradhan, S. Dwibedy, M. Pradhan, S. Panda, and S. K. Panigrahi, “Durability characteristics of geopolymer concrete - Progress and perspectives,” J. Build. Eng., vol. 59, p. 105100, 2022.

J. Camiletti, A. M. Soliman, and M. L. Nehdi, “Effect of limestone addition on early-age properties of ultra high-performance concrete,” Proc. Inst. Civ. Eng. Constr. Mater., vol. 167, no. 2, pp. 65–78, 2014.

D. Kubatova, I. Khongova, M. Krejci Kotlanova, A. Zezulova, and M. Bohac, “The use of limestone sludge for the geopolymer preparation,” IOP Conf. Ser. Mater. Sci. Eng., vol. 1205, no. 1, p. 012002, 2021.

ASTM-C618-19, “Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use,” Annu. B. ASTM Stand., pp. 3–6, 2019.

A. F. Jiménez and A. Palomo, “Composition and microstructure of alkali activated fly ash binder: Effect of the activator,” Cem. Concr. Res., vol. 35, no. 10, pp. 1984–1992, 2005.

C. L. Chan and M. Zhang, “Effect of limestone on engineering properties of alkali-activated concrete: A review,” Constr. Build. Mater., vol. 362, p. 129709, 2023.

C. Li and L. Jiang, “Utilization of limestone powder as an activator for early-age strength improvement of slag concrete,” Constr. Build. Mater., vol. 253, p. 119257, 2020.

W. Huang, H. K. Kamyab, W. Sun, and K. Scrivener, “Effect of cement substitution by limestone on the hydration and microstructural development of ultra-high performance concrete (UHPC),” Cem. Concr. Compos., vol. 77, pp. 86–101, 2017.

A. D. Baykar, A. N. Sangale, P. M. Kurhade, and P. P. D. Gunaware, “Geopolymer Concrete Using Lime , With Ambient Curing,” vol. 6, no. 3, pp. 176–182, 2019.

Y. Wu, P. Tang, H. Lv, W. Wei, S. Zhou, and K. Liu, “Degradation of the bond performance between composite limestone powder concrete and steel bars under a sulfate freeze–thaw environment,” Constr. Build. Mater., vol. 369, p. 130515, 2023.

A. B. Hardness, V. Hardness, S. Hardness, K. Hardness, and S. Hardness, “Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink),” vol. 86, pp. 10–11, 2012.

J. Camiletti, A. M. Soliman, and M. L. Nehdi, “Effects of nano- and micro-limestone addition on early-age properties of ultra-high-performance concrete,” Mater. Struct. Constr., vol. 46, no. 6, pp. 881–898, 2013.




DOI: http://dx.doi.org/10.12962/j23378557.v10i2.a20763

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