A cross-anisotropic constitutive framework for modelling gallery intersections excavated in the Callovo-Oxfordian claystone

IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
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Abstract

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.
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
本文介绍了为交叉各向异性岩石量身定制的构造定律的开发情况,以及该定律在两条垂直无支撑廊道交汇处的应用情况,这两条廊道开凿于卡勒沃-奥克斯福德(COx)粘土岩中,被认为是法国地下放射性废物库的潜在地质构造。为描述岩石基质的行为,开发了一种具有剪切强度硬化的各向异性德鲁克-普拉格弹塑性定律,并使用结构张量法来解释与其沉积分层结构有关的材料强度各向异性。研究了材料各向异性和原位应力状态各向异性对交叉区域周围岩石短期力学行为的影响,并提出了不同走向和施工阶段的塑性区的范围和形状。特别是,结果表明,正交应力和塑性应变的分布主要受岩石各向异性的影响,导致塑性区在水平方向上优先扩展,而与管廊的走向无关。此外,受交汇处开挖影响的区域在距离主廊道墙壁最多两个直径的地方比较明显。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Computers and Geotechnics
Computers and Geotechnics 地学-地球科学综合
CiteScore
9.10
自引率
15.10%
发文量
438
审稿时长
45 days
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.
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