Investigation of Strength and Microstructural Characteristics of Blended Cement-Admixed Clay with Bottom Ash

Journal article


Authors/Editors


Strategic Research Themes


Publication Details

Author listPhutthananon, Chana; Tippracha, Niyawan; Jongpradist, Pornkasem; Tunsakul, Jukkrawut; Tangchirapat, Weerachart; Jamsawang, Pitthaya;

PublisherMary Ann Liebert

Publication year2023

Volume number15

Issue number4

ISSN1937-0695

eISSN1937-0709

URLhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85149268015&doi=10.3390%2fsu15043795&partnerID=40&md5=07ea532998b7018498774501fb1d5708

LanguagesEnglish-Great Britain (EN-GB)


View in Web of Science | View on publisher site | View citing articles in Web of Science


Abstract

This research presents an experimental study of the strength and microstructural characteristics of cement-bottom ash-admixed Bangkok clay, paying special attention to the efficiency of adding up the bottom ash (BA) of different finesses as a cementitious material and the role played by BA in enhancing the strength of the mixture. The obtained results were discussed with cemented clay mixed with other industrial ashes (i.e., fly ash and risk husk ash). The pozzolanic reaction and packing effect of BA on strength development were also discussed with tests of mixtures with insoluble material. The experimental study was performed through unconfined compression (UC), thermogravimetric analysis (TGA), and scanning electron microscopy (SEM) tests. The obtained results demonstrate that the BA could be advantageously supplemented as cementitious material into the cement-admixed clay mixture to improve the strength characteristic. The finer particle size of BA could be beneficial for achieving a high strength due to the pozzolanic reaction and packing effects. By adding up a BA content of larger than 15% when the base cement content is not less than 20%, the strength of the mixture increased efficiently with the increasing BA content. Compared with fly ash of a similar grain size, the higher efficiency of BA is obtained when a BA content of greater than 15% is considered. Finally, the microstructure and changes in elemental composition/distribution were analyzed by TGA and SEM tests to explain the mechanism to improve the strength of cement–BA-admixed clay. © 2023 by the authors.


Keywords

cement-admixed clayequivalent cement content


Last updated on 2023-26-09 at 07:44