Investigating strain localization at cracked concrete–sandstone specimens using optimized fractal theory-based image thresholding segmentation algorithm

The stability of concrete–rock interfaces is a critical issue in underground engineering. This study investigated the strain localization mechanism and energy evolution of concrete–sandstone specimens containing single and double interfacial cracks at various inclination angles. Acoustic emission (AE) technology and energy theory were used to analyze energy evolution, whereas digital image correlation was employed to examine strain development and fracture mechanisms. A new approach combining digital image processing and custom binarization was introduced to characterize the fractal properties of crack patterns using the box-counting method. Experimental results showed that the AE cumulative energy and stress–strain curves divided the loading process into three stages: crack closure (I), stable crack growth (II), and rapid crack propagation (III). Fractal dimensions were computed for both single- and double-crack specimens using the Otsu method and the proposed binarization technique. The Otsu method yielded values of 1.457, 1.482, 1.131, 1.512, 1.489, 1.536, 1.171, and 1.491, whereas the new method produced higher values—1.6038, 1.6643, 1.2713, 1.6806, 1.5594, 1.6282, 1.2239, and 1.6565—indicating enhanced fractal characteristics. Furthermore, the proposed method detected a three-phase evolution in fractal dimension before failure, which follows an initial increase, a stable period, and a final rapid rise. These findings provide theoretical support for the application of the proposed method in underground engineering. • The mechanical properties of the interface single crack specimens are superior to those of the interface double cracks specimens. • As the interface inclination angle increases, the mechanical properties of the specimen exhibit a trend of first increasing, then decreasing, and subsequently increasing again. • Fractal dimension of strain image calculated using improved threshold segmentation method is greater than that obtained by the traditional method. • The improved threshold segmentation method possesses more pronounced fractal characteristics.

Authors

Institutions

Publication Details

Journal
Journal of Rock Mechanics and Geotechnical Engineering
Published
2025-12-01
DOI
https://doi.org/10.1016/j.jrmge.2025.09.025
Citations
1
Primary Topic
Rock Mechanics and Modeling
Type
article
Field-Weighted Citation Impact
0.86
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Investigating strain localization at cracked concrete–sandstone specimens using optimized fractal theory-based image thresholding segmentation algorithm

C. Wang, Lin Ning, Xiaojiang Deng, Mingxuan Shen et al.
1 citations
Journal of Rock Mechanics and Geotechnical Engineering
Rock Mechanics and Modeling
0.86
article

Investigating strain localization at cracked concrete–sandstone specimens using optimized fractal theory-based image thresholding segmentation algorithm

C. Wang, Lin Ning, Xiaojiang Deng, Mingxuan Shen, Yu Zhao, Yongfa Zhang, Yang Li, Jing Bi
article en
1 citations

Abstract

The stability of concrete–rock interfaces is a critical issue in underground engineering. This study investigated the strain localization mechanism and energy evolution of concrete–sandstone specimens containing single and double interfacial cracks at various inclination angles. Acoustic emission (AE) technology and energy theory were used to analyze energy evolution, whereas digital image correlation was employed to examine strain development and fracture mechanisms. A new approach combining digital image processing and custom binarization was introduced to characterize the fractal properties of crack patterns using the box-counting method. Experimental results showed that the AE cumulative energy and stress–strain curves divided the loading process into three stages: crack closure (I), stable crack growth (II), and rapid crack propagation (III). Fractal dimensions were computed for both single- and double-crack specimens using the Otsu method and the proposed binarization technique. The Otsu method yielded values of 1.457, 1.482, 1.131, 1.512, 1.489, 1.536, 1.171, and 1.491, whereas the new method produced higher values—1.6038, 1.6643, 1.2713, 1.6806, 1.5594, 1.6282, 1.2239, and 1.6565—indicating enhanced fractal characteristics. Furthermore, the proposed method detected a three-phase evolution in fractal dimension before failure, which follows an initial increase, a stable period, and a final rapid rise. These findings provide theoretical support for the application of the proposed method in underground engineering. • The mechanical properties of the interface single crack specimens are superior to those of the interface double cracks specimens. • As the interface inclination angle increases, the mechanical properties of the specimen exhibit a trend of first increasing, then decreasing, and subsequently increasing again. • Fractal dimension of strain image calculated using improved threshold segmentation method is greater than that obtained by the traditional method. • The improved threshold segmentation method possesses more pronounced fractal characteristics.

Journal of Rock Mechanics and Geotechnical Engineering
Guizhou University (CN)
Sustainable cities and communities
Openalex Percentile: Top 21%
Rock Mechanics and Modeling
0.86
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.