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Abstract

Calcareous sands are widely distributed across the South China Sea’s continental shelf and coastlines. Understanding their mechanical behavior and microstructural evolution under cementation is critical for coastal engineering applications. While previous studies have investigated cemented calcareous sands, the comparative analyses of particle breakage and microstructural characteristics between cemented and pure sands remain limited. This study combines triaxial compression tests with X-ray CT scanning and Digital Volume Correlation analysis to systematically examine both material types. Pre- and post-loading CT scans enabled the detailed tracking of microstructural transformations. Results demonstrate that cemented specimens exhibit higher strength–stiffness properties with strain-softening behavior compared to pure sand under 200 kPa confining pressures. A quantitative analysis revealed greater particle breakage in cemented sand, while pure sand showed more pronounced increases in particle sphericity and the aspect ratio during deformation, accompanied by reduced porosity variation along specimen height (coefficient of variation decreased from 15.2% to 12.8% for pure sand. Microstructural analysis indicated moderate increases in pore sphericity and reduced anisotropy in both materials. Fractal dimension analysis demonstrated more significant structural reorganization in cemented sands. Both materials exhibited increases in key morphological parameters, including the throat equivalent radius, channel length, pore equivalent radius, and coordination number, with changes being more substantial in cemented sands. Within shear band regions, cemented sands displayed marked reductions in pore and throat quantities. These findings elucidate fundamental relationships between cementation effects and micro–macro mechanical responses, providing theoretical support for geotechnical applications involving calcareous sands.

Details

1009240
Title
The Effect of Cementation on Microstructural Evolution and Particle Characteristics of Calcareous Sand Under Triaxial Loading
Author
Wang Wanying 1 ; Huang Jiepeng 1 ; Chen, Degao 2 ; Luo Qingzi 1 ; Yuan Bingxiang 1   VIAFID ORCID Logo 

 School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China 
 Guangdong Construction Engineering Quality & Safety Testing Head Station Co., Ltd., Guangzhou 510500, China 
Publication title
Buildings; Basel
Volume
15
Issue
12
First page
2041
Publication year
2025
Publication date
2025
Publisher
MDPI AG
Place of publication
Basel
Country of publication
Switzerland
Publication subject
e-ISSN
20755309
Source type
Scholarly Journal
Language of publication
English
Document type
Journal Article
Publication history
 
 
Online publication date
2025-06-13
Milestone dates
2025-05-23 (Received); 2025-06-12 (Accepted)
Publication history
 
 
   First posting date
13 Jun 2025
ProQuest document ID
3223882236
Document URL
https://www.proquest.com/scholarly-journals/effect-cementation-on-microstructural-evolution/docview/3223882236/se-2?accountid=208611
Copyright
© 2025 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.
Last updated
2025-06-25
Database
ProQuest One Academic