Zhijun Wu , Yunqi Xue , Xiangyu Xu , Lei Weng , Xiuliang Yin , Longji Wu , Liuyang Sun
{"title":"基于两相流模型,采用扩展数值流形方法对注浆过程进行了数值模拟","authors":"Zhijun Wu , Yunqi Xue , Xiangyu Xu , Lei Weng , Xiuliang Yin , Longji Wu , Liuyang Sun","doi":"10.1016/j.compgeo.2025.107627","DOIUrl":null,"url":null,"abstract":"<div><div>In this study, an extended cohesive element-based numerical manifold method (Co-NMM) combined with the two-phase flow model is proposed for simulating the migration of the two-phase fluid during the grouting process with flowing water. To achieve this, the two-phase flow model coupled with the Bingham fluid constitutive model is adopted to characterize the displacement process of the multiphase fluid flow. To solve the challenge of simulating the fluid mixing process in the intersecting fracture, the mixed fluid flow algorithm is incorporated into the model to more effectively and accurately capture the flowing and mixing of multiphase fluids. After these improvements, the two-phase flow model coupled with the Bingham fluid constitutive model is verified by reproducing the slurry displacing air and the slurry displacing water in the single fracture against analytical results. The mixed fluid flow algorithm is then validated by reproducing the grouting process in the intersecting fracture under different types of fluid intersection conditions, and comparisons between the results predicted by this proposed method and other numerical methods regarding the diffusion process of slurry and the fluid pressures at the junction are presented. Finally, with the extended Co-NMM, the grouting processes in the fracture network with flowing water are conducted to study the effects of the injection rate (slurry velocity) and the water velocity on the variation of the fluid distribution and slurry diffusion. The results reveal that the injection rate, the water velocity, and the direction of water flow affect the diffusion pattern and diffusion range.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"189 ","pages":"Article 107627"},"PeriodicalIF":6.2000,"publicationDate":"2025-09-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Simulating the grouting process with flowing water based on two-phase flow model using extended numerical manifold method\",\"authors\":\"Zhijun Wu , Yunqi Xue , Xiangyu Xu , Lei Weng , Xiuliang Yin , Longji Wu , Liuyang Sun\",\"doi\":\"10.1016/j.compgeo.2025.107627\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>In this study, an extended cohesive element-based numerical manifold method (Co-NMM) combined with the two-phase flow model is proposed for simulating the migration of the two-phase fluid during the grouting process with flowing water. To achieve this, the two-phase flow model coupled with the Bingham fluid constitutive model is adopted to characterize the displacement process of the multiphase fluid flow. To solve the challenge of simulating the fluid mixing process in the intersecting fracture, the mixed fluid flow algorithm is incorporated into the model to more effectively and accurately capture the flowing and mixing of multiphase fluids. After these improvements, the two-phase flow model coupled with the Bingham fluid constitutive model is verified by reproducing the slurry displacing air and the slurry displacing water in the single fracture against analytical results. The mixed fluid flow algorithm is then validated by reproducing the grouting process in the intersecting fracture under different types of fluid intersection conditions, and comparisons between the results predicted by this proposed method and other numerical methods regarding the diffusion process of slurry and the fluid pressures at the junction are presented. Finally, with the extended Co-NMM, the grouting processes in the fracture network with flowing water are conducted to study the effects of the injection rate (slurry velocity) and the water velocity on the variation of the fluid distribution and slurry diffusion. The results reveal that the injection rate, the water velocity, and the direction of water flow affect the diffusion pattern and diffusion range.</div></div>\",\"PeriodicalId\":55217,\"journal\":{\"name\":\"Computers and Geotechnics\",\"volume\":\"189 \",\"pages\":\"Article 107627\"},\"PeriodicalIF\":6.2000,\"publicationDate\":\"2025-09-08\",\"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/S0266352X25005762\",\"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/S0266352X25005762","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}
Simulating the grouting process with flowing water based on two-phase flow model using extended numerical manifold method
In this study, an extended cohesive element-based numerical manifold method (Co-NMM) combined with the two-phase flow model is proposed for simulating the migration of the two-phase fluid during the grouting process with flowing water. To achieve this, the two-phase flow model coupled with the Bingham fluid constitutive model is adopted to characterize the displacement process of the multiphase fluid flow. To solve the challenge of simulating the fluid mixing process in the intersecting fracture, the mixed fluid flow algorithm is incorporated into the model to more effectively and accurately capture the flowing and mixing of multiphase fluids. After these improvements, the two-phase flow model coupled with the Bingham fluid constitutive model is verified by reproducing the slurry displacing air and the slurry displacing water in the single fracture against analytical results. The mixed fluid flow algorithm is then validated by reproducing the grouting process in the intersecting fracture under different types of fluid intersection conditions, and comparisons between the results predicted by this proposed method and other numerical methods regarding the diffusion process of slurry and the fluid pressures at the junction are presented. Finally, with the extended Co-NMM, the grouting processes in the fracture network with flowing water are conducted to study the effects of the injection rate (slurry velocity) and the water velocity on the variation of the fluid distribution and slurry diffusion. The results reveal that the injection rate, the water velocity, and the direction of water flow affect the diffusion pattern and diffusion range.
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.