{"title":"用于建模在卡勒沃-牛津粘土岩中挖掘的廊道交汇处的交叉各向异性构造框架","authors":"","doi":"10.1016/j.compgeo.2024.106761","DOIUrl":null,"url":null,"abstract":"<div><div>This paper presents the development of a constitutive law tailored for cross-anisotropic rocks and its application on the intersection of two perpendicular unsupported galleries excavated in the the Callovo-Oxfordian (COx) claystone, considered as a potential geological formation to host an underground radioactive waste repository in France. An anisotropic Drucker-Prager elastoplastic law with shear strength hardening is developed to describe the rock matrix behaviour, and the fabric tensor method is used to account for the anisotropy of material strength related to its sedimentary layered structure. The effects of material anisotropy and in-situ stress state anisotropy on the short-term mechanical behaviour of the rock surrounding the intersection area are investigated, and the extent and shape of the plastic zone is presented for different gallery orientations and construction stages. In particular, the results indicate that the distribution of orthoradial stresses and plastic strains are mainly influenced by the anisotropic nature of the rock, leading to a preferential horizontal extension of the plastic zone regardless of the orientation of the galleries. Additionally, the zone affected by the excavation of the intersection is noticeable at a distance of maximum two diameters from the walls of the main gallery.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":null,"pages":null},"PeriodicalIF":5.3000,"publicationDate":"2024-09-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"A cross-anisotropic constitutive framework for modelling gallery intersections excavated in the Callovo-Oxfordian claystone\",\"authors\":\"\",\"doi\":\"10.1016/j.compgeo.2024.106761\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This paper presents the development of a constitutive law tailored for cross-anisotropic rocks and its application on the intersection of two perpendicular unsupported galleries excavated in the the Callovo-Oxfordian (COx) claystone, considered as a potential geological formation to host an underground radioactive waste repository in France. An anisotropic Drucker-Prager elastoplastic law with shear strength hardening is developed to describe the rock matrix behaviour, and the fabric tensor method is used to account for the anisotropy of material strength related to its sedimentary layered structure. The effects of material anisotropy and in-situ stress state anisotropy on the short-term mechanical behaviour of the rock surrounding the intersection area are investigated, and the extent and shape of the plastic zone is presented for different gallery orientations and construction stages. In particular, the results indicate that the distribution of orthoradial stresses and plastic strains are mainly influenced by the anisotropic nature of the rock, leading to a preferential horizontal extension of the plastic zone regardless of the orientation of the galleries. Additionally, the zone affected by the excavation of the intersection is noticeable at a distance of maximum two diameters from the walls of the main gallery.</div></div>\",\"PeriodicalId\":55217,\"journal\":{\"name\":\"Computers and Geotechnics\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":5.3000,\"publicationDate\":\"2024-09-25\",\"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/S0266352X24007006\",\"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/S0266352X24007006","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}
A cross-anisotropic constitutive framework for modelling gallery intersections excavated in the Callovo-Oxfordian claystone
This paper presents the development of a constitutive law tailored for cross-anisotropic rocks and its application on the intersection of two perpendicular unsupported galleries excavated in the the Callovo-Oxfordian (COx) claystone, considered as a potential geological formation to host an underground radioactive waste repository in France. An anisotropic Drucker-Prager elastoplastic law with shear strength hardening is developed to describe the rock matrix behaviour, and the fabric tensor method is used to account for the anisotropy of material strength related to its sedimentary layered structure. The effects of material anisotropy and in-situ stress state anisotropy on the short-term mechanical behaviour of the rock surrounding the intersection area are investigated, and the extent and shape of the plastic zone is presented for different gallery orientations and construction stages. In particular, the results indicate that the distribution of orthoradial stresses and plastic strains are mainly influenced by the anisotropic nature of the rock, leading to a preferential horizontal extension of the plastic zone regardless of the orientation of the galleries. Additionally, the zone affected by the excavation of the intersection is noticeable at a distance of maximum two diameters from the walls of the main gallery.
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.