Iranian Journal of  Manufacturing Engineering

Iranian Journal of Manufacturing Engineering

Experimental Study of cement-layered double hydroxide (LDH) composites

Document Type : Original Article

Author
Department of Construction Materials and Products, Road, Housing & Urban Development Research Center, Tehran, Iran
Abstract
Portland cement, as one of the environmentally polluting materials, improves durability in most damaging environments and increases the useful life of concrete structures. Therefore, conducting research on cement substitutes with desirable properties and the possibility of their industrial production in the country is inevitable. Natural pozzolans, iron and copper slags, fly ash, silica fume, rice husk ash, and calcined clay are among the cement substitutes that have been studied so far. Also, the use of some nanomaterials, including nanosilica and nanoclay, as composites with cement has been considered in recent years. Layered Double Hydroxides (LDH) are two-dimensional materials that are also called anionic clays. There are reports of the use of LDHs as cement substitutes, but so far there is no comprehensive study to investigate the effect on the properties of different cement systems. In this study, the effect of replacing part of the cement with calcined and uncalcined Mg-Al-CO3 LDH at a concentration of 2% by mass of cement on the rate of hydration reaction and some properties of cement mortar, including water absorption, compressive strength, and flexural strength, was investigated, and the results obtained were compared with reference samples. X-ray fluorescence spectroscopy (XRF), X-ray diffraction (XRD), scanning electron microscopy (SEM), and thermogravimetric analysis (TGA) were used to determine the characteristics and properties of the studied LDH.
Keywords

[1] Oner AD, Akyuz S. An experimental study on optimum usage of GGBS for the compressive strength of concrete. Cement and concrete composites. 2007 Jul 1;29(6):505-14. doi: 10.1016/j.cemconcomp.2007.01.001
[2] Yang EH, Yang Y, Li VC. Use of high volumes of fly ash to improve ECC mechanical properties and material greenness. ACI materials journal. 2007 Nov 1;104(6):620. doi: 10.1016/j.cemconcomp.2015.09.007
[3] Shi HS, Xu BW, Zhou XC. Influence of mineral admixtures on compressive strength, gas permeability and carbonation of high performance concrete. Construction and Building Materials. 2009 May 1;23(5):1980-5. doi: 10.1016/j.conbuildmat.2008.08.021
[4] Chidiac SE, Panesar DK. Evolution of mechanical properties of concrete containing ground granulated blast furnace slag and effects on the scaling resistance test at 28 days. Cement and Concrete Composites. 2008 Feb 1;30(2):63-71. doi: 10.1016/j.cemconcomp.2007.09.003
[5] ACI Committee. Cement and concrete terminology. ACI 116R. Farmington Hills, MI: American Concrete Institute; 2007.
[6] Scrivener K, Martirena F, Bishnoi S, Maity S. Calcined clay limestone cements (LC3). Cement and concrete research. 2018 Dec 1;114:49-56. doi: 10.1016/j.cemconres.2017.08.017
[7] Mondal SK, Okoronkwo MU. Seeding effects of submicron CaAl-NO3 LDH particles on the hydration and properties of Portland cement and sulfoaluminate cement pastes. Construction and Building Materials. 2024 Apr 12;423:135870.  doi: 10.1016/j.conbuildmat.2024.135870
[8] Wu Y, Duan P, Yan C. Role of layered double hydroxides in setting, hydration degree, microstructure and compressive strength of cement paste. Applied Clay Science. 2018 Jun 15;158:123-31. doi: 10.1016/j.clay.2018.03.024