含甲烷水合物沉积物相变与大变形全耦合THMC-MPM框架模拟

IF 6 2区 工程技术 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY
Jidu Yu , Jidong Zhao , Kenichi Soga , Shiwei Zhao , Weijian Liang
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引用次数: 0

摘要

甲烷水合物沉积物(MHBS)是一种多相颗粒体系,具有复杂的热-水-机械-化学(THMC)相互作用,涉及相变和大变形行为。水合物分解会削弱沉积物的强度,可能引发海底滑坡等地质灾害。同时,MHBS的大变形改变了沉积物的状态,影响了水合物反应动力学。尽管最近取得了进展,但在MHBS中模拟水合物解离和大变形的耦合过程仍然是一个重大挑战。本研究开发了一个thmc耦合的物质点法(MPM)框架来模拟MHBS与水合物解离相关的失效前到失效后的行为。该框架包含三个关键进展:(i)集成了Kim-Bishnoi水合物反应模型的六场控制方程,以解决动态相变、多相相互作用和大变形;(ii)基于水合物饱和度相关强度的应变软化Mohr-Coulomb模型来捕捉沉积物的力学退化;(iii)一种混合显式-隐式时间积分方案,旨在提高低渗透率和高反应速率系统的计算效率。该框架通过Masuda的水合物解离实验和扩展的Terzaghi固结基准进行验证,然后应用于模拟双轴压缩试验和水合物解离引发的边坡破坏。研究发现:(1)在不排水条件下,剪切膨胀产生负超孔隙压力,引发剪切带内水合物解离;(2)快速大变形引起的剪切加热促进水合物解离,加剧沉积物软化;(3)沉积物强度退化、热液变化、边坡几何形状等因素共同影响了MHBS中退化破坏的动态进展。这项工作为水合物相关的颗粒力学和地质灾害建模提供了一个强大的框架。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A fully coupled THMC-MPM framework for modeling phase transition and large deformation in methane hydrate-bearing sediment
Methane hydrate-bearing sediment (MHBS) is a multiphase granular system characterized by complex thermo-hydro-mechanical–chemical (THMC) interactions involving phase transitions and large deformation behavior. Hydrate dissociation weakens sediment strength, potentially initiating geohazards such as submarine landslides. Simultaneously, large deformations in MHBS alter the sediment’s state, influencing hydrate reaction kinetics. Despite recent progress, modeling the coupled processes of hydrate dissociation and large deformation in MHBS remains a significant challenge. This study develops a THMC-coupled material point method (MPM) framework to simulate the pre- to post-failure behavior of MHBS associated with hydrate dissociation. The framework incorporates three key advancements: (i) a six-field governing equation integrated with the Kim–Bishnoi hydrate reaction model to resolve dynamic phase transitions, multiphase interactions, and large deformations; (ii) a strain-softening Mohr–Coulomb model with hydrate saturation-dependent strength to capture sediment mechanical degradation; and (iii) a hybrid explicit–implicit time integration scheme designed to enhance computational efficiency for systems with low permeability and high reaction rates. The framework is validated against Masuda’s hydrate dissociation experiment and an extended Terzaghi consolidation benchmark, before being applied to simulate biaxial compression tests and hydrate dissociation-triggered slope failures. We reveal that (1) shear dilation generates negative excess pore pressure in undrained conditions, triggering hydrate dissociation within the shear bands ; (2) shear heating resulting from rapid, large deformation promotes hydrate dissociation, exacerbating sediment softening; and (3) sediment strength degradation, hydrothermal variations, slope geometry, and other factors collectively shape the dynamic progression of retrogressive failures in MHBS. This work provides a powerful framework for modeling hydrate-related granular mechanics and geohazards.
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来源期刊
Journal of The Mechanics and Physics of Solids
Journal of The Mechanics and Physics of Solids 物理-材料科学:综合
CiteScore
9.80
自引率
9.40%
发文量
276
审稿时长
52 days
期刊介绍: The aim of Journal of The Mechanics and Physics of Solids is to publish research of the highest quality and of lasting significance on the mechanics of solids. The scope is broad, from fundamental concepts in mechanics to the analysis of novel phenomena and applications. Solids are interpreted broadly to include both hard and soft materials as well as natural and synthetic structures. The approach can be theoretical, experimental or computational.This research activity sits within engineering science and the allied areas of applied mathematics, materials science, bio-mechanics, applied physics, and geophysics. The Journal was founded in 1952 by Rodney Hill, who was its Editor-in-Chief until 1968. The topics of interest to the Journal evolve with developments in the subject but its basic ethos remains the same: to publish research of the highest quality relating to the mechanics of solids. Thus, emphasis is placed on the development of fundamental concepts of mechanics and novel applications of these concepts based on theoretical, experimental or computational approaches, drawing upon the various branches of engineering science and the allied areas within applied mathematics, materials science, structural engineering, applied physics, and geophysics. The main purpose of the Journal is to foster scientific understanding of the processes of deformation and mechanical failure of all solid materials, both technological and natural, and the connections between these processes and their underlying physical mechanisms. In this sense, the content of the Journal should reflect the current state of the discipline in analysis, experimental observation, and numerical simulation. In the interest of achieving this goal, authors are encouraged to consider the significance of their contributions for the field of mechanics and the implications of their results, in addition to describing the details of their work.
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