Recent Progress in Limestone-Calcined Clay Cement (LC3): A Review

Article Preview

Abstract:

Recently, sustainable green binders became mandatory for the construction industry. The process of cement production is responsible for a considerable portion of CO2 causing global warming. Clinker substitution using available by-products is one of the promising strategies to cut down the CO2 emissions of the cement industry. Yet, it is challenging to limit the emission of CO2 without negatively affecting the strength and durability of the proposed concrete. One of the proposed green binders is Limestone-Calcined Clay cement (LC3). The newly developed LC3 binder integrates the advantages of incorporating available cement replacement materials - clay and limestone – and attaining adequate mechanical, physical, and durability performance. In this paper, an intensive review of previous research in LC3-based construction materials including nanomodification, fiber reinforcement, and durability enhancement is presented in details, aiming to highlight the points that lack investigation and the recommended future work.

You might also be interested in these eBooks

Info:

Periodical:

Materials Science Forum (Volume 1089)

Pages:

165-174

Citation:

Online since:

May 2023

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2023 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Kavya Sree, S., et al., Experimental studies on mechanical and durability characteristics of lc3 concrete. IOP Conference Series: Materials Science and Engineering, 2021. 1091(1).

Google Scholar

[2] Pierrehumbert, R.J.B.o.t.A.S., There is no Plan B for dealing with the climate crisis. 2019. 75(5): pp.215-221.

Google Scholar

[3] Van den Heede, P., N.J.C. De Belie, and C. Composites, Environmental impact and life cycle assessment (LCA) of traditional and 'green'concretes: Literature review and theoretical calculations. 2012. 34(4): pp.431-442.

DOI: 10.1016/j.cemconcomp.2012.01.004

Google Scholar

[4] Long, W.-J., et al., Design, dynamic performance and ecological efficiency of fiber-reinforced mortars with different binder systems: Ordinary Portland cement, limestone calcined clay cement and alkali-activated slag. Journal of Cleaner Production, 2022. 337.

DOI: 10.1016/j.jclepro.2022.130478

Google Scholar

[5] Juenger, M.C., R.J.C. Siddique, and c. research, Recent advances in understanding the role of supplementary cementitious materials in concrete. 2015. 78: pp.71-80.

DOI: 10.1016/j.cemconres.2015.03.018

Google Scholar

[6] Juenger, M.C., et al., Supplementary cementitious materials: New sources, characterization, and performance insights. 2019. 122: pp.257-273.

DOI: 10.1016/j.cemconres.2019.05.008

Google Scholar

[7] Lothenbach, B., et al., Supplementary cementitious materials. 2011. 41(12): pp.1244-1256.

Google Scholar

[8] Skibsted, J., R.J.C. Snellings, and C. Research, Reactivity of supplementary cementitious materials (SCMs) in cement blends. 2019. 124: p.105799.

DOI: 10.1016/j.cemconres.2019.105799

Google Scholar

[9] John, V.M., et al., Fillers in cementitious materials—Experience, recent advances and future potential. 2018. 114: pp.65-78.

Google Scholar

[10] Bernal, I.M.R., et al., Phase and microstructure evolutions in LC3 binders by multi-technique approach including synchrotron microtomography. Construction and Building Materials, 2021. 300.

DOI: 10.1016/j.conbuildmat.2021.124054

Google Scholar

[11] Hemalatha, T. and A.J.J.o.c.p. Ramaswamy, A review on fly ash characteristics–Towards promoting high volume utilization in developing sustainable concrete. 2017. 147: pp.546-559.

DOI: 10.1016/j.jclepro.2017.01.114

Google Scholar

[12] Giergiczny, Z.J.C. and C. Research, Fly ash and slag. 2019. 124: p.105826.

Google Scholar

[13] Kadri, E.-H., et al., Silica Fume Effect on Hydration Heat and Compressive Strength of High-Performance Concrete. 2009. 106(2): p.107.

DOI: 10.14359/56454

Google Scholar

[14] Sabir, B., et al., Metakaolin and calcined clays as pozzolans for concrete: a review. 2001. 23(6): pp.441-454.

DOI: 10.1016/s0958-9465(00)00092-5

Google Scholar

[15] Martirena, F., J.J.C. Monzó, and C. Research, Vegetable ashes as supplementary cementitious materials. 2018. 114: pp.57-64.

DOI: 10.1016/j.cemconres.2017.08.015

Google Scholar

[16] Wu, H.-L., et al., Engineering properties of vertical cutoff walls consisting of reactive magnesia-activated slag and bentonite: workability, strength, and hydraulic conductivity. 2019. 31(11): p.04019263.

DOI: 10.1061/(asce)mt.1943-5533.0002908

Google Scholar

[17] Scrivener, K., et al., Calcined clay limestone cements (LC3). 2018. 114: pp.49-56.

DOI: 10.1016/j.cemconres.2017.08.017

Google Scholar

[18] Yu J., et al., Compressive strength and environmental impact of sustainable blended cement with high-dosage Limestone and Calcined Clay (LC2). Journal of Cleaner Production, 2021. 278.

DOI: 10.1016/j.jclepro.2020.123616

Google Scholar

[19] Saif, M.S., et al., Influence of blended powders on properties of ultra-high strength fibre reinforced self compacting concrete subjected to elevated temperatures. 2023. 18: p. e01793.

DOI: 10.1016/j.cscm.2022.e01793

Google Scholar

[20] Zunino, F., K.J.C. Scrivener, and C. Research, The reaction between metakaolin and limestone and its effect in porosity refinement and mechanical properties. 2021. 140: p.106307.

DOI: 10.1016/j.cemconres.2020.106307

Google Scholar

[21] Scrivener, K., et al., Impacting factors and properties of limestone calcined clay cements (LC3). 2018. 7(1): pp.3-14.

Google Scholar

[22] Dhandapani Y., et al., Mechanical properties and durability performance of concretes with Limestone Calcined Clay Cement (LC3). Cement and Concrete Research, 2018. 107: pp.136-151.

DOI: 10.1016/j.cemconres.2018.02.005

Google Scholar

[23] Avet, F., et al., Development of a new rapid, relevant and reliable (R3) test method to evaluate the pozzolanic reactivity of calcined kaolinitic clays. 2016. 85: pp.1-11.

DOI: 10.1016/j.cemconres.2016.02.015

Google Scholar

[24] Avet, F., K.J.C. Scrivener, and C. Research, Investigation of the calcined kaolinite content on the hydration of Limestone Calcined Clay Cement (LC3). 2018. 107: pp.124-135.

DOI: 10.1016/j.cemconres.2018.02.016

Google Scholar

[25] Alujas, A., et al., Pozzolanic reactivity of low grade kaolinitic clays: Influence of calcination temperature and impact of calcination products on OPC hydration. 2015. 108: pp.94-101.

DOI: 10.1016/j.clay.2015.01.028

Google Scholar

[26] He, C., et al., Pozzolanic reactions of six principal clay minerals: activation, reactivity assessments and technological effects. 1995. 25(8): pp.1691-1702.

DOI: 10.1016/0008-8846(95)00165-4

Google Scholar

[27] Baghban, M.H. and R. Mahjoub, Natural Kenaf Fiber and LC3 Binder for Sustainable Fiber-Reinforced Cementitious Composite: A Review. Applied Sciences, 2020. 10(1).

DOI: 10.3390/app10010357

Google Scholar

[28] Alghamdi, H., et al., Performance Assessment of Limestone Calcined Clay Cement (LC3)-Based Lightweight Green Mortars Incorporating Recycled Waste Aggregate. 2023.

DOI: 10.1016/j.jmrt.2023.01.133

Google Scholar

[29] Lin, R.-S., et al., Strengthening the performance of limestone-calcined clay cement (LC3) using nano silica. 2022. 340: p.127723.

DOI: 10.1016/j.conbuildmat.2022.127723

Google Scholar

[30] Purushotham Reddy, K., et al., Comparative studies on LC3 based concrete with OPC & PPC based concretes. Materials Today: Proceedings, 2021. 43: pp.2368-2372.

DOI: 10.1016/j.matpr.2021.01.833

Google Scholar

[31] Wang, D.L., M.L. Chen, and D.D.C.W. Tsang, Green remediation by using low-carbon cement-based stabilization/solidification approaches, in Sustainable Remediation of Contaminated Soil and Groundwater. 2020. pp.93-118.

DOI: 10.1016/b978-0-12-817982-6.00005-7

Google Scholar

[32] Santhanam, M., et al. Perspectives on Durability of Blended Systems with Calcined Clay and Limestone. in Calcined Clays for Sustainable Concrete: Proceedings of the 3rd International Conference on Calcined Clays for Sustainable Concrete. 2020. Springer.

DOI: 10.1007/978-981-15-2806-4_65

Google Scholar

[33] Dhandapani, Y. and M. Santhanam, Investigation on the microstructure-related characteristics to elucidate performance of composite cement with limestone-calcined clay combination. Cement and Concrete Research, 2020. 129.

DOI: 10.1016/j.cemconres.2019.105959

Google Scholar

[34] Pillai, R.G., et al., Service life and life cycle assessment of reinforced concrete systems with limestone calcined clay cement (LC3). Cement and Concrete Research, 2019. 118: pp.111-119.

DOI: 10.1016/j.cemconres.2018.11.019

Google Scholar

[35] Dhandapani, Y., M.J.C. Santhanam, and C. Composites, Assessment of pore structure evolution in the limestone calcined clay cementitious system and its implications for performance. 2017. 84: pp.36-47.

DOI: 10.1016/j.cemconcomp.2017.08.012

Google Scholar

[36] Environment, U., et al., Eco-efficient cements: Potential economically viable solutions for a low-CO2 cement-based materials industry. 2018. 114: pp.2-26.

DOI: 10.1016/j.cemconres.2018.03.015

Google Scholar

[37] Siddique, R. and J.J.A.C.S. Klaus, Influence of metakaolin on the properties of mortar and concrete: A review. 2009. 43(3-4): pp.392-400.

DOI: 10.1016/j.clay.2008.11.007

Google Scholar

[38] San Nicolas, R., M. Cyr, and G.J.A.C.S. Escadeillas, Characteristics and applications of flash metakaolins. 2013. 83: pp.253-262.

DOI: 10.1016/j.clay.2013.08.036

Google Scholar

[39] Antoni, M., et al., Cement substitution by a combination of metakaolin and limestone. 2012. 42(12): pp.1579-1589.

DOI: 10.1016/j.cemconres.2012.09.006

Google Scholar

[40] Ferreiro, S., et al., Effect of raw clay type, fineness, water-to-cement ratio and fly ash addition on workability and strength performance of calcined clay–limestone Portland cements. 2017. 101: pp.1-12.

DOI: 10.1016/j.cemconres.2017.08.003

Google Scholar

[41] Kawashima, S., et al., Influence of purified attapulgite clays on the adhesive properties of cement pastes as measured by the tack test. 2014. 48: pp.35-41.

DOI: 10.1016/j.cemconcomp.2014.01.005

Google Scholar

[42] Kawashima, S., et al., Rate of thixotropic rebuilding of cement pastes modified with highly purified attapulgite clays. 2013. 53: pp.112-118.

DOI: 10.1016/j.cemconres.2013.05.019

Google Scholar

[43] Santos, F.N., et al., Rheological study of cement paste with metakaolin and/or limestone filler using mixture design of experiments. 2017. 143: pp.92-103.

DOI: 10.1016/j.conbuildmat.2017.03.001

Google Scholar

[44] Tregger, N.A., et al., Influence of clays on the rheology of cement pastes. 2010. 40(3): pp.384-391.

DOI: 10.1016/j.cemconres.2009.11.001

Google Scholar

[45] Wang, L., et al., On the use of limestone calcined clay cement (LC3) in high-strength strain-hardening cement-based composites (HS-SHCC). Cement and Concrete Research, 2021. 144.

DOI: 10.1016/j.cemconres.2021.106421

Google Scholar

[46] Huang, W., et al., Effect of cement substitution by limestone on the hydration and microstructural development of ultra-high performance concrete (UHPC). 2017. 77: pp.86-101.

DOI: 10.1016/j.cemconcomp.2016.12.009

Google Scholar

[47] Yu, J. and C.K. Leung. Using limestone calcined clay to improve tensile performance and greenness of high-tensile strength strain-hardening cementitious composites (SHCC). in Calcined Clays for Sustainable Concrete: Proceedings of the 3rd International Conference on Calcined Clays for Sustainable Concrete. 2020. Springer.

DOI: 10.1007/978-981-15-2806-4_58

Google Scholar

[48] Huang, K., Q. Ma, and D.J.A.i.C.E. Ma, Effect of basalt fiber on static and dynamic mechanical properties of metakaolin-based cement clay. 2020. 2020: pp.1-14.

DOI: 10.1155/2020/1359163

Google Scholar

[49] Dehdezi, P.K., S. Erdem, and M.A.J.C.P.B.E. Blankson, Physico-mechanical, microstructural and dynamic properties of newly developed artificial fly ash based lightweight aggregate–Rubber concrete composite. 2015. 79: pp.451-455.

DOI: 10.1016/j.compositesb.2015.05.005

Google Scholar

[50] Pan, T., C. Melgar, and T.J.J.o.m.i.c.e. Robinson, Damping capacity of styrene-butadiene latex admixed concrete: a micromechanical study. 2012. 24(9): pp.1237-1244.

DOI: 10.1061/(asce)mt.1943-5533.0000499

Google Scholar

[51] Das, A.K. and C.K. Leung, The Use of Ultra-high Volume of Lime Stone Calcine Clay to Produce Basalt Fiber Reinforced Strain Hardening Cementitious Composites, in Strain Hardening Cementitious Composites: SHCC5. 2023, Springer. pp.13-22.

DOI: 10.1007/978-3-031-15805-6_2

Google Scholar

[52] Yu, J. and C.K. Leung. Sustainable PVA Fiber-Reinforced Strain-Hardening Cementitious Composites (SHCC) with Ultrahigh-Volume Limestone Calcined Clay. in Calcined Clays for Sustainable Concrete: Proceedings of the 3rd International Conference on Calcined Clays for Sustainable Concrete. 2020. Springer.

DOI: 10.1007/978-981-15-2806-4_57

Google Scholar

[53] Shoukry, H., et al., Performance of limestone-calcined clay cement mortar incorporating high volume ferrochrome waste slag aggregate. 2022. 350: p.128928.

DOI: 10.1016/j.conbuildmat.2022.128928

Google Scholar

[54] Avet, F., et al., Investigation of CASH composition, morphology and density in Limestone Calcined Clay Cement (LC3). 2019. 115: pp.70-79.

DOI: 10.1016/j.cemconres.2018.10.011

Google Scholar

[55] Maraghechi, H., et al., Performance of Limestone Calcined Clay Cement (LC 3) with various kaolinite contents with respect to chloride transport. 2018. 51: pp.1-17.

DOI: 10.1617/s11527-018-1255-3

Google Scholar

[56] Favier, A. and K. Scrivener. Alkali silica reaction and sulfate attack: Expansion of limestone calcined clay cement. in Calcined Clays for Sustainable Concrete: Proceedings of the 2nd International Conference on Calcined Clays for Sustainable Concrete. 2018. Springer.

DOI: 10.1007/978-94-024-1207-9_26

Google Scholar