Wrapper-based integration of a thermo-hydro-mechanical hypoplastic bentonite model in OpenGeoSys via MFront

IF 5.7 2区 工程技术 Q2 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Advances in Engineering Software Pub Date : 2026-04-01 Epub Date: 2026-01-29 DOI:10.1016/j.advengsoft.2026.104106
Eric Simo , Thomas Helfer , Tymofiy Gerasimov , Christoph Lehmann , Dmitri Naumov , Tomas Krejci , Tomáš Koudelka , Jaroslav Kruis , Thomas Nagel , David Mašín
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引用次数: 0

Abstract

This paper presents the implementation of a hypoplastic thermo-hydro-mechanical constitutive model for bentonite into the OpenGeoSys (OGS) simulation platform using a wrapper-based interface with the MFront code generation tool. The model, originally developed as a stand-alone model in the Triax platform, features a double-structure formulation that captures micro- and macroscale interactions, as well as suction and temperature-dependent mechanical responses of bentonite relevant to engineered barrier systems in deep geological repositories (DGR). The integration strategy preserves the validated legacy implementation of the model while enabling its use within modern multiphysics simulations through a modular MFront wrapper. Verification is performed using single-element benchmarks in Triax and MTest, demonstrating numerical consistency. The implementation is validated by simulating two laboratory experiments on Czech bentonite (BCV), showing good agreement with experimental measurements and with reference results from the Sifel code. The developed interface provides a robust and flexible framework for coupling advanced bentonite models with large-scale geotechnical simulations for application in the integrity and performance assessments of bentonite barriers in the scope of safety assessment of DGR.
基于包装的热-水-力学膨润土模型在OpenGeoSys中的集成
本文利用基于包装器的接口和MFront代码生成工具,在OpenGeoSys (OGS)仿真平台中实现了膨润土的低塑性热-水-力学本构模型。该模型最初是作为Triax平台上的一个独立模型开发的,具有双重结构配方,可以捕获微观和宏观尺度的相互作用,以及与深层地质储库(DGR)工程屏障系统相关的膨润土的吸力和温度相关的机械响应。集成策略保留了模型的有效遗留实现,同时通过模块化的MFront包装器使其能够在现代多物理场模拟中使用。验证是使用Triax和MTest中的单元素基准执行的,以证明数值一致性。通过模拟捷克膨润土(BCV)的两个实验室实验,验证了该方法的实现,结果与实验测量结果和Sifel规范的参考结果吻合良好。所开发的界面为将先进的膨润土模型与大规模岩土力学模拟相结合提供了一个强大而灵活的框架,可用于DGR安全评估范围内的膨润土屏障的完整性和性能评估。
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来源期刊
Advances in Engineering Software
Advances in Engineering Software 工程技术-计算机:跨学科应用
CiteScore
7.70
自引率
4.20%
发文量
169
审稿时长
37 days
期刊介绍: The objective of this journal is to communicate recent and projected advances in computer-based engineering techniques. The fields covered include mechanical, aerospace, civil and environmental engineering, with an emphasis on research and development leading to practical problem-solving. The scope of the journal includes: • Innovative computational strategies and numerical algorithms for large-scale engineering problems • Analysis and simulation techniques and systems • Model and mesh generation • Control of the accuracy, stability and efficiency of computational process • Exploitation of new computing environments (eg distributed hetergeneous and collaborative computing) • Advanced visualization techniques, virtual environments and prototyping • Applications of AI, knowledge-based systems, computational intelligence, including fuzzy logic, neural networks and evolutionary computations • Application of object-oriented technology to engineering problems • Intelligent human computer interfaces • Design automation, multidisciplinary design and optimization • CAD, CAE and integrated process and product development systems • Quality and reliability.
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