Technical Papers
Jun 18, 2024

Exploring Pore Structure Characteristics of Alkali Residue-Based Foamed Concrete and Their Effect on Compressive Properties: Insights from Low-Field Nuclear Magnetic Resonance Analysis

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 9

Abstract

Based on investigated mechanical properties of alkali residue-based foamed concrete (A-FC), this paper presents a comprehensive examination of the microstructural features of A-FC and their impact on compressive properties. A detailed investigation of the compressive performance and pore structure characteristics was conducted through compression tests and low-field nuclear magnetic resonance (NMR) tests. The results demonstrate that the primary pore size in A-FC falls within the microscale, and the pores can be categorized into three types—gel pores, capillary pores, and air voids. In addition, the T2 spectrum of A-FC exhibits three distinct relaxation peaks, each of which is attributed to different water components, i.e., adsorbed water, pore water, and free water. As the pore size, air void ratio, and porosity increase, the compressive strength of A-FC decreases. The main reasons for the increased in strain in low-strength A-FC include compression at the bottom, internal stress dissipation through the pore structure, and changes in the failure mode.

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Data Availability Statement

Some or all data, models, and code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This study was jointly supported by the National Natural Science Foundation of China (Grant 42277146), Graduate Research and Innovation Projects of Jiangsu Province (Grant SJCX23_0074), and Fundamental Research Funds for the Central Universities (2242023K40018 and 2242023K30057).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 9September 2024

History

Received: Oct 12, 2023
Accepted: Feb 2, 2024
Published online: Jun 18, 2024
Published in print: Sep 1, 2024
Discussion open until: Nov 18, 2024

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Zhengcheng Wang [email protected]
Ph.D. Student, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 210096, China. Email: [email protected]
Associate Professor, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 210096, China (corresponding author). ORCID: https://orcid.org/0000-0002-9859-8308. Email: [email protected]
Songyu Liu, Ph.D. [email protected]
Professor, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 210096, China; Professor, Nanjing Modern Multimodal Transportation Laboratory, Nanjing 211100, China. Email: [email protected]
Guangyin Du, Ph.D. [email protected]
Professor, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 210096, China. Email: [email protected]
Professor of Engineering, Jiangsu Traffic Engineering Construction Bureau, Nanjing 210004, China. Email: [email protected]
Professor of Engineering, Jiangsu Traffic Engineering Construction Bureau, Nanjing 210004, China. Email: [email protected]

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