Pozzolanic Reaction in Clayey Soils for Stabilization Purposes: A Classical Overview of Sustainable Transport Geotechnics

Problematic soil stabilization processes involve the application of binders to improve the engineering properties of the soil. This is done to change the undesirable properties of these soils to meet basic design standards. However, very little attention has been given to the reactive phase of soil...

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Main Authors: Kennedy C. Onyelowe, Michael E. Onyia, Duc Bui Van, Haci Baykara, Hyginus U. Ugwu
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2021/6632171
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author Kennedy C. Onyelowe
Michael E. Onyia
Duc Bui Van
Haci Baykara
Hyginus U. Ugwu
author_facet Kennedy C. Onyelowe
Michael E. Onyia
Duc Bui Van
Haci Baykara
Hyginus U. Ugwu
author_sort Kennedy C. Onyelowe
collection DOAJ
description Problematic soil stabilization processes involve the application of binders to improve the engineering properties of the soil. This is done to change the undesirable properties of these soils to meet basic design standards. However, very little attention has been given to the reactive phase of soil stabilization. This phase is the most important in every stabilization protocol because it embodies the reactions that lead to the bonding of the dispersed particles of clayey soil. Hence, this reactive phase is reviewed. When clayey soils which make up the greatest fraction of expansive soil come in contact with moisture, they experience volume changes due to adsorbed moisture that forms films of double diffused layer on the particles. When this happens, the clayey particles disperse and float, increasing the pore spaces or voids that exist in the soil mass. Stabilizations of these soils are conducted to close the gaps between the dispersed clayey soil particles. This is achieved by mixing additives that will release calcium, aluminum, silicon, etc., in the presence of adsorbed moisture, and a hydration reaction occurs. This is followed by the displacement reaction based on the metallic order in the electrochemical series. This causes a calcination reaction, a process whereby calcium displaces the hydrogen ions of the dipole adsorbed moisture and displaces the sodium ion responsible for the swelling potential of clayey soils. These whole processes lead to a pozzolanic reaction, which finally forms calcium alumina-silica hydrate. This formation is responsible for soil stabilization.
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issn 1687-8434
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spelling doaj-art-d1c7a0e554d744ef934507416827d8fe2025-02-03T01:28:02ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422021-01-01202110.1155/2021/66321716632171Pozzolanic Reaction in Clayey Soils for Stabilization Purposes: A Classical Overview of Sustainable Transport GeotechnicsKennedy C. Onyelowe0Michael E. Onyia1Duc Bui Van2Haci Baykara3Hyginus U. Ugwu4Department of Mechanical and Civil Engineering, Faculty of Engineering, Kampala International University Western Campus, Ishaka, UgandaDepartment of Civil Engineering, Faculty of Engineering, University of Nigeria, Nsukka, NigeriaResearch Group of Geotechnical Engineering, Construction Materials and Sustainability, Hanoi University of Mining and Geology, Hanoi, VietnamNational Laboratory of Thermal Testing of Building Materials, Escuela Superior Politecnica Del Litoral (ESPOL), Guayaquil, EcuadorDepartment of Mechanical Engineering, Michael Okpara University of Agriculture, Umudike P. M. B. 7267, Umuahia 440109, Abia State, NigeriaProblematic soil stabilization processes involve the application of binders to improve the engineering properties of the soil. This is done to change the undesirable properties of these soils to meet basic design standards. However, very little attention has been given to the reactive phase of soil stabilization. This phase is the most important in every stabilization protocol because it embodies the reactions that lead to the bonding of the dispersed particles of clayey soil. Hence, this reactive phase is reviewed. When clayey soils which make up the greatest fraction of expansive soil come in contact with moisture, they experience volume changes due to adsorbed moisture that forms films of double diffused layer on the particles. When this happens, the clayey particles disperse and float, increasing the pore spaces or voids that exist in the soil mass. Stabilizations of these soils are conducted to close the gaps between the dispersed clayey soil particles. This is achieved by mixing additives that will release calcium, aluminum, silicon, etc., in the presence of adsorbed moisture, and a hydration reaction occurs. This is followed by the displacement reaction based on the metallic order in the electrochemical series. This causes a calcination reaction, a process whereby calcium displaces the hydrogen ions of the dipole adsorbed moisture and displaces the sodium ion responsible for the swelling potential of clayey soils. These whole processes lead to a pozzolanic reaction, which finally forms calcium alumina-silica hydrate. This formation is responsible for soil stabilization.http://dx.doi.org/10.1155/2021/6632171
spellingShingle Kennedy C. Onyelowe
Michael E. Onyia
Duc Bui Van
Haci Baykara
Hyginus U. Ugwu
Pozzolanic Reaction in Clayey Soils for Stabilization Purposes: A Classical Overview of Sustainable Transport Geotechnics
Advances in Materials Science and Engineering
title Pozzolanic Reaction in Clayey Soils for Stabilization Purposes: A Classical Overview of Sustainable Transport Geotechnics
title_full Pozzolanic Reaction in Clayey Soils for Stabilization Purposes: A Classical Overview of Sustainable Transport Geotechnics
title_fullStr Pozzolanic Reaction in Clayey Soils for Stabilization Purposes: A Classical Overview of Sustainable Transport Geotechnics
title_full_unstemmed Pozzolanic Reaction in Clayey Soils for Stabilization Purposes: A Classical Overview of Sustainable Transport Geotechnics
title_short Pozzolanic Reaction in Clayey Soils for Stabilization Purposes: A Classical Overview of Sustainable Transport Geotechnics
title_sort pozzolanic reaction in clayey soils for stabilization purposes a classical overview of sustainable transport geotechnics
url http://dx.doi.org/10.1155/2021/6632171
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