Perturbation-induced delayed shear creep instability in rock Joints: A nonlinear model based on irreversible deformation

IF 7.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Jianan Yang, Pengxian Fan, Mingyang Wang, Jie Li, Qihu Qian
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引用次数: 0

Abstract

Weak seismic waves from distant sources may accelerate damage evolution on active faults, triggering delayed unstable slip. Existing models rarely explain the impact of weak perturbations on creep evolution. A nonlinear creep model with damage variables based on irreversible deformation is proposed, quantitatively capturing the perturbation aftereffect defined as accelerated creep evolution induced by weak perturbations. The model captures both the nonlinearity of rock mass creep deformation and the aftereffects of historical perturbations, thereby overcoming existing model limitations in accounting for coupled effects between long-term creep and short-term perturbations. Experimental validation confirms the model quantifies perturbation-induced creep acceleration and describes both instantaneous and delayed post-perturbation instability. By incorporating an irreversible deformation instability criterion, the model quantifies residual creep life of perturbed rock joints, showing substantial life-shortening through accelerated accumulation of irreversible deformation. This provides a novel methodology for analyzing joint creep behavior under complex perturbations environment, offering key insights into earthquake remote triggering and delayed engineering hazards.
岩石节理微扰诱发的延迟剪切蠕变失稳:基于不可逆变形的非线性模型
来自遥远震源的弱地震波可能加速活动断层的损伤演化,引发迟发性不稳定滑动。现有的模型很少解释弱扰动对蠕变演化的影响。提出了一种基于不可逆变形的非线性蠕变损伤模型,定量捕捉了微扰后效应,即弱扰动引起的加速蠕变演化。该模型兼顾了岩体蠕变变形的非线性和历史扰动的后效应,从而克服了现有模型在考虑长期蠕变和短期扰动耦合效应方面的局限性。实验验证证实了该模型量化了微扰诱发的蠕变加速度,并描述了瞬时和延迟的微扰后不稳定性。该模型通过引入不可逆变形失稳准则,量化了受扰动岩石节理的残余蠕变寿命,表明不可逆变形的加速积累使节理的寿命大幅缩短。这为分析复杂扰动环境下的节理蠕变行为提供了一种新的方法,为地震远程触发和延迟工程危害提供了关键见解。
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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