Technical Papers
Dec 31, 2020

Preparation of High-Porosity and High-Strength Ceramisites from Municipal Sludge Using Starch and CaCO3 as a Combined Pore-Forming Agent

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 3

Abstract

A mixed pore-forming agent composed of starch and calcium carbonate (CaCO3) is proposed to assist the fabrication of high-porosity and high-strength ceramisites from solid wastes of municipal sludge and fly ash. The maximum porosity of the sintered body without adding a pore-forming agent was only 38.5% under a premised strength higher than 8 MPa. In comparison, the porosity and compressive strength of the sintered body reached 68.7% and 13.2 MPa under the optimized conditions of CaCO3 and starch content at 10% and 15% by weight. The performance comparison with those in the literature indicates that the proposed strategy is promising for fabrication of high-performance lightweight ceramisites from solid municipal sludge and fly-ash wastes. A schematic diagram for the sintering and pore-forming mechanism was proposed to attribute the high porosity of the sintered ceramisites to a low-temperature combustion of starch and a high-temperature decomposition of CaCO3. Simultaneously, the volume shrinkage caused by starch and expansion by CaCO3 counteracted each other, thus preventing cracking of the ceramisites after sintering and ensuring the high strength of the sintered compacts.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors would like to acknowledge the financial supports from National Natural Science Foundation of China (52078189, 51778213), and the Fundamental Research Funds for the Central Universities (B200202073).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 3March 2021

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Received: Feb 19, 2020
Accepted: Jul 13, 2020
Published online: Dec 31, 2020
Published in print: Mar 1, 2021
Discussion open until: May 31, 2021

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Associate Professor, Key Laboratory of Geomechanics and Embankment Engineering, Hohai Univ., Ministry of Education, Nanjing 210098, China; Associate Professor, College of Civil and Transportation Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China. Email: [email protected]
Xiaoying Wang [email protected]
MS Student, College of Mechanics and Materials, Hohai Univ., Nanjing 210098, China. Email: [email protected]
Mingdong Li [email protected]
Professor, School of Civil Engineering and Architecture, East China Univ. of Technology, Nanchang 330013, China. Email: [email protected]
MS Student, College of Mechanics and Materials, Hohai Univ., Nanjing 210098, China. Email: [email protected]
Esam Al-qadhi [email protected]
Ph.D. Student, College of Mechanics and Materials, Hohai Univ., Nanjing 210098, China. Email: [email protected]
Professor, College of Mechanics and Materials, Hohai Univ., Nanjing 210098, China (corresponding author). ORCID: https://orcid.org/0000-0003-1686-9010. Email: [email protected]

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