蛋白石粘土各向异性线弹性完美塑性莫尔-库仑本构模型的标定方法及材料常数

IF 5.5 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Rock Mechanics and Rock Engineering Pub Date : 2023-11-04 DOI:10.1007/s00603-023-03509-7
Alexandros N. Nordas, Alice Brauchart, Maria Anthi, Georgios Anagnostou
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引用次数: 0

摘要

Nagra是瑞士开发和实施一个长期放射性废物贮存库的合作组织,该组织认为Opalinus Clay是最适合用于深层地质密封的宿主岩石。本文论述了蛋白石粘土在地下结构设计和施工中所具有的重要特征。深孔固结排水(CD)和固结不排水(CU)三轴压缩试验表明,蛋白石粘土具有明显的刚度和强度各向异性,刚度依赖于初始围压,破坏前应力-应变行为略有非线性,剪切一定程度后轴向阻力下降。在为储存库隧道和洞穴建立严格而实用的设计方法的范围内,采用了能够再现蛋白石粘土行为主要方面的最简单的本构模型。考虑到非关联线弹性和完全塑性MC模型在隧道工程实践中的广泛应用、模型的简单性和参数的物理意义,本文选择该模型作为起点。本文在考虑蛋白石粘土强度和刚度各向异性的基础上,提出了一种系统的、鲁棒的模型扩展标定方法。此外,本文还提供了描述三轴CU或CD测试条件下模型行为的全套方程,以及相对于试样轴的任何层理方向。基于73次CU和CD试验结果,利用该方程确定了两种蛋白石粘土的材料常数范围。模型预测和实验响应之间进行了彻底的比较,以证明本构模型和所提出的校准方法的通用性和局限性。
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Calibration Method and Material Constants of an Anisotropic, Linearly Elastic and Perfectly Plastic Mohr–Coulomb Constitutive Model for Opalinus Clay
Abstract Nagra, the cooperative for developing and implementing a long-term radioactive waste depository in Switzerland, identified Opalinus Clay as the most suitable host rock for deep geological containment. This paper deals with those features of Opalinus Clay that are important for the design and construction of the underground structures. Consolidated drained (CD) and consolidated undrained (CU) triaxial compression tests on specimens from deep boreholes revealed that Opalinus Clay exhibits pronounced stiffness and strength anisotropy, dependency of stiffness on the initial confining pressure, slightly non-linear pre-failure stress–strain behaviour, and a drop in axial resistance after a certain amount of shearing. Within the scope of establishing a rigorous—yet practical—design approach for the repository tunnels and caverns, the simplest possible constitutive model capable of reproducing the main aspects of the Opalinus Clay behaviour is adopted. The non-associated linear elastic and perfectly plastic MC model is chosen as a starting point, on account of its wide use in tunnel engineering practice, its simplicity, and the clear physical meaning of its parameters. This paper presents a systematic and robust calibration method for an extended version of this model, which considers the pronounced strength and stiffness anisotropy of Opalinus Clay. The paper additionally provides the full suite of the equations that describe the model behaviour under triaxial CU or CD testing conditions and for any bedding orientation relative to the specimen axis. The equations are employed to determine ranges of material constants for two varieties of Opalinus Clay, based upon the results of 73 CU and CD tests. A thorough comparison between the model predictions and the experimental response is conducted, to demonstrate the versatility and limitations of the constitutive model and of the proposed calibration approach.
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来源期刊
Rock Mechanics and Rock Engineering
Rock Mechanics and Rock Engineering 工程技术-地球科学综合
CiteScore
10.90
自引率
11.30%
发文量
405
审稿时长
4.9 months
期刊介绍: Rock Mechanics and Rock Engineering covers the experimental and theoretical aspects of rock mechanics, including laboratory and field testing, methods of computation and field observation of structural behavior. The journal maintains the strong link between engineering geology and rock engineering, providing a bridge between fundamental developments and practical application. Coverage includes case histories on design and construction of structures in rock such as underground openings, large dam foundations and rock slopes. Fields of interest include rock mechanics in all its varied aspects including laboratory testing, field investigations, computational methods and design principles. The journal also reports on applications in tunneling, rock slopes, large dam foundations, mining, engineering and engineering geology.
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