Accurate Estimation of Tensile Failure Parameters via Theoretical–Experimental Correlation and Implications for Mine Fracture Prevention

ABSTRACT The experimental determination of tensile failure parameters is constrained by sample scarcity, methodological inconsistency in testing, and the inherent complexity of fracture behavior. This study develops statistically robust, lithology‐specific parameter relationships for coal‐bearing strata via integrated theoretical analysis and experimental validation. Statistical regression of over 660 measurements across eight lithologies mitigates data scatter and scarcity. Theoretical derivation and dimensional analysis yield a physically interpretable and theoretically coherent K IC – σ t relationship, and linear regression validates well‐defined quantitative correlations across the majority of rock types. The simplified linear model facilitates engineering parameter estimation and cross‐validated parameter inference. The derived model is integrated into the input calibration framework of FDEM, and simulation responses exhibit strong agreement with experimental observations. Additionally, the correlation model serves as an objective benchmark for evaluating K IC testing protocols, enabling the objective identification of optimal methods and the exclusion of high‐variance methods unsuitable for routine application. This approach bridges a critical gap between the scarce, inconsistent direct σ t measurements in coal strata and the demand for reliable tensile fracture data in engineering applications.

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Publication Details

Journal
Fatigue & Fracture of Engineering Materials & Structures
Published
2026-07-30
DOI
https://doi.org/10.1111/ffe.70394
Primary Topic
Rock Mechanics and Modeling
Type
article
Field-Weighted Citation Impact
0.00

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article

Accurate Estimation of Tensile Failure Parameters via Theoretical–Experimental Correlation and Implications for Mine Fracture Prevention

Weiqin Wang, Shaoxue Zhang, Xiaolong Li, Kekuo Yuan et al.
Fatigue & Fracture of Engineering Materials & Structures
Rock Mechanics and Modeling
article

Accurate Estimation of Tensile Failure Parameters via Theoretical–Experimental Correlation and Implications for Mine Fracture Prevention

Weiqin Wang, Shaoxue Zhang, Xiaolong Li, Kekuo Yuan, Quansheng Liu, Maoying Xiang
article en

Abstract

ABSTRACT The experimental determination of tensile failure parameters is constrained by sample scarcity, methodological inconsistency in testing, and the inherent complexity of fracture behavior. This study develops statistically robust, lithology‐specific parameter relationships for coal‐bearing strata via integrated theoretical analysis and experimental validation. Statistical regression of over 660 measurements across eight lithologies mitigates data scatter and scarcity. Theoretical derivation and dimensional analysis yield a physically interpretable and theoretically coherent K IC – σ t relationship, and linear regression validates well‐defined quantitative correlations across the majority of rock types. The simplified linear model facilitates engineering parameter estimation and cross‐validated parameter inference. The derived model is integrated into the input calibration framework of FDEM, and simulation responses exhibit strong agreement with experimental observations. Additionally, the correlation model serves as an objective benchmark for evaluating K IC testing protocols, enabling the objective identification of optimal methods and the exclusion of high‐variance methods unsuitable for routine application. This approach bridges a critical gap between the scarce, inconsistent direct σ t measurements in coal strata and the demand for reliable tensile fracture data in engineering applications.

Fatigue & Fracture of Engineering Materials & Structures
Xi'an University of Science and Technology (CN), Wuhan University (CN), SC Solutions (United States) (US), China Coal Technology and Engineering Group Corp (China) (CN), Xijing University (CN)
National Natural Science Foundation of China, State Key Laboratory of Geomechanics and Geotechnical Engineering, Scientific Research Plan Projects of Shaanxi Education Department
Openalex Percentile: Top 15%
Rock Mechanics and Modeling
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