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Development of Environmentally Clean Construction Materials Using Industrial Waste

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dc.contributor.author Alzhanova, Galiya Zhanzakovna
dc.contributor.author Aibuldinov, Yelaman Kanatovich
dc.contributor.author Iskakova, Zhanar Baktybaevna
dc.contributor.author Khabidolda, Saniya Manarbekkyzy
dc.contributor.author Abdiyussupov, Gaziz Galymovich
dc.contributor.author Omirzak, Madi Toktasynuly
dc.contributor.author Murali, Gunasekaran
dc.contributor.author Vatin, Nikolai Ivanovich
dc.date.accessioned 2025-01-17T11:21:41Z
dc.date.available 2025-01-17T11:21:41Z
dc.date.issued 2022
dc.identifier.citation Alzhanova, G.Z.; Aibuldinov, Y.K.; Iskakova, Z.B.; Khabidolda, S.M.; Abdiyussupov, G.G.; Omirzak, M.T.; Murali, G.; Vatin, N.I. Development of Environmentally Clean Construction Materials Using Industrial Waste. Materials 2022, 15, 5726. https:// doi.org/10.3390/ma15165726 ru
dc.identifier.issn 1996-1944
dc.identifier.other doi.org/10.3390/ma15165726
dc.identifier.uri http://rep.enu.kz/handle/enu/20854
dc.description.abstract The accumulated waste generated from industries severely affects environmental conditions. Using waste as a construction material or soil stabilization is an emerging area in the construction industry. Introducing new additive materials to strengthen local soils using industrial waste is an inexpensive and more effective method to improve the soil. In light of this, this study aims to develop environmentally clean construction materials for stabilizing natural loam (NL) using red mud (RM), blast furnace slag (BFS), and lime production waste (LPW). Nine different mixtures were prepared with four different combinations of RM (20, 30, and 40%), BFS (25, 30 and 35%), LPW (4, 6 and 8%), and various content of NL. X-ray diffraction (XRD), X-ray fluorescence (XRF), scanning electron microscopy (SEM), energy dispersive spectroscopy (EDS), atomic absorption spectroscopy (AAS), and axial compressive strength were examined. The results indicated that the optimum strength was obtained from the sample containing 40% of RM, 35% of BFS, and 8% of LPW. The observed compressive strength of the sample for 90 days was 7.38 MPa, water resistance was 7.12 MPa, and frost resistance was 7.35 MP, with low linear expansion meeting the demands for first class construction materials of the Kazakh norms. The mineral composition analysis evidenced the lack of heavy metals contaminants and hazardous compounds. Based on strength and environmental performance, RM, BFS, LPW, and NL mix can be used as a road base material. This process is believed to reduce environmental pollution related to RM and BFS, and lower the road base cost. ru
dc.language.iso en ru
dc.publisher Materials ru
dc.relation.ispartofseries 15, 5726;
dc.subject blast furnace slag ru
dc.subject red mud ru
dc.subject lime production waste ru
dc.subject natural loam stabilizing ru
dc.subject structure formation processes ru
dc.subject road base material ru
dc.subject environmentally clean materials ru
dc.title Development of Environmentally Clean Construction Materials Using Industrial Waste ru
dc.type Article ru


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