Zhen Zeng , Hongling Ma , Wei Liang , Xuan Wang , Fahui Liu , Wentao Li , Kai Zhao
{"title":"湿岩盐中裂纹自愈动力学的相场建模:理论、数值实现和微ct验证","authors":"Zhen Zeng , Hongling Ma , Wei Liang , Xuan Wang , Fahui Liu , Wentao Li , Kai Zhao","doi":"10.1016/j.compgeo.2025.107598","DOIUrl":null,"url":null,"abstract":"<div><div>This study proposes a theoretical phase field-based model to quantitatively capture the kinetic process of crack self-healing driven by diffusion mass transfer in wet rock salt. The model defines the rock-crack system’s free energy using the Kim-Kim-Suzuki (KKS) model to quantify the thermodynamic driving forces of structural evolution. A phase field order parameter is introduced to characterize the solid-aqueous interface’s evolution. The mechanisms coupled in the self-healing process, including salt transport, dissolution-precipitation reactions, and activity degradation, are governed by two equations: (i) the Allen-Cahn equation for interface evolution and (ii) the matter conservation equation for phase field-dependent salt diffusion. The model’s theoretical consistency and numerical stability were first validated through simulations on simplified two-dimensional (2-D) cracks. The model was then applied to a three-dimensional (3-D) crack structure reconstructed from micro-CT scans. A comparison between simulation results and post-healing CT scans demonstrated the model’s ability to capture key self-healing behaviors, including crack fragmentation and spherization. These findings highlight the model’s potential as a theoretical approach for investigating the self-healing dynamics of complex crack structures in rock salt. In addition, the comparison also identifies this model’s limitations, including insufficient capture of healing on microscale curvature and the absence of distortion energy-driven recrystallization. Feasible enhancement strategies were proposed to address these limitations and enhance the model’s applicability and predictive accuracy.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"188 ","pages":"Article 107598"},"PeriodicalIF":6.2000,"publicationDate":"2025-09-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Phase field modeling of crack self-healing kinetics in wet rock salt: Theory, numerical implementation, and micro-CT validation\",\"authors\":\"Zhen Zeng , Hongling Ma , Wei Liang , Xuan Wang , Fahui Liu , Wentao Li , Kai Zhao\",\"doi\":\"10.1016/j.compgeo.2025.107598\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This study proposes a theoretical phase field-based model to quantitatively capture the kinetic process of crack self-healing driven by diffusion mass transfer in wet rock salt. The model defines the rock-crack system’s free energy using the Kim-Kim-Suzuki (KKS) model to quantify the thermodynamic driving forces of structural evolution. A phase field order parameter is introduced to characterize the solid-aqueous interface’s evolution. The mechanisms coupled in the self-healing process, including salt transport, dissolution-precipitation reactions, and activity degradation, are governed by two equations: (i) the Allen-Cahn equation for interface evolution and (ii) the matter conservation equation for phase field-dependent salt diffusion. The model’s theoretical consistency and numerical stability were first validated through simulations on simplified two-dimensional (2-D) cracks. The model was then applied to a three-dimensional (3-D) crack structure reconstructed from micro-CT scans. A comparison between simulation results and post-healing CT scans demonstrated the model’s ability to capture key self-healing behaviors, including crack fragmentation and spherization. These findings highlight the model’s potential as a theoretical approach for investigating the self-healing dynamics of complex crack structures in rock salt. In addition, the comparison also identifies this model’s limitations, including insufficient capture of healing on microscale curvature and the absence of distortion energy-driven recrystallization. Feasible enhancement strategies were proposed to address these limitations and enhance the model’s applicability and predictive accuracy.</div></div>\",\"PeriodicalId\":55217,\"journal\":{\"name\":\"Computers and Geotechnics\",\"volume\":\"188 \",\"pages\":\"Article 107598\"},\"PeriodicalIF\":6.2000,\"publicationDate\":\"2025-09-03\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Computers and Geotechnics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0266352X25005476\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computers and Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0266352X25005476","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
Phase field modeling of crack self-healing kinetics in wet rock salt: Theory, numerical implementation, and micro-CT validation
This study proposes a theoretical phase field-based model to quantitatively capture the kinetic process of crack self-healing driven by diffusion mass transfer in wet rock salt. The model defines the rock-crack system’s free energy using the Kim-Kim-Suzuki (KKS) model to quantify the thermodynamic driving forces of structural evolution. A phase field order parameter is introduced to characterize the solid-aqueous interface’s evolution. The mechanisms coupled in the self-healing process, including salt transport, dissolution-precipitation reactions, and activity degradation, are governed by two equations: (i) the Allen-Cahn equation for interface evolution and (ii) the matter conservation equation for phase field-dependent salt diffusion. The model’s theoretical consistency and numerical stability were first validated through simulations on simplified two-dimensional (2-D) cracks. The model was then applied to a three-dimensional (3-D) crack structure reconstructed from micro-CT scans. A comparison between simulation results and post-healing CT scans demonstrated the model’s ability to capture key self-healing behaviors, including crack fragmentation and spherization. These findings highlight the model’s potential as a theoretical approach for investigating the self-healing dynamics of complex crack structures in rock salt. In addition, the comparison also identifies this model’s limitations, including insufficient capture of healing on microscale curvature and the absence of distortion energy-driven recrystallization. Feasible enhancement strategies were proposed to address these limitations and enhance the model’s applicability and predictive accuracy.
期刊介绍:
The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.