The Limitations of a Standard Phase-Field Model in Reproducing Jointing in Sedimentary Rock Layers

IF 3.6 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Edoardo Pezzulli, Patrick Zulian, Alena Kopaničáková, Rolf Krause, Thomas Driesner
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引用次数: 0

Abstract

Geological applications of phase-field methods for fracture are notably scarce. This work conducts a numerical examination of the applicability of standard phase-field models in reproducing jointing within sedimentary layers. We explore how the volumetric-deviatoric split alongside the AT1 and AT2 phase-field formulations has several advantages in simulating jointing, but also has intrinsic limitations that prevent a reliable quantitative analysis of rock fracture. The formulations qualitatively reproduce the process of joint saturation, along with the negative correlation between joint spacing and the height of the sedimentary layer. However, in quantitative comparison to alternative numerical methods and outcrop observations, the phase-field method overestimates joint spacings by a factor of 2 and induces unrealistic compressive fractures in the AT1 model, alongside premature shearing at layer interfaces for the AT2 model. The causes are identified to be intrinsic to the phase-field lengthscale and the unsuitable strength envelope arising from the Volumetric-Deviatoric split. Finally, our analysis elucidates the phase-field lengthscale's distortion of the stress field around dilating fractures, causing the sedimentary layer to reach joint saturation prematurely, thereby stopping the nucleation of new fractures and leading to larger joint spacings than in natural examples. Decreasing the lengthscale results in gradual improvement but becomes prohibitively computationally expensive for very small lengthscales such that the limit of ‘natural’ behaviour was not reached in this study. Overall, our results motivate the development of constitutive phase-field models that are more suitable for geological applications and their benchmarking against geological observations.

标准相场模型在再现沉积岩节理中的局限性
相场方法在裂缝中的地质应用非常少。这项工作对标准相场模型在沉积层内节理重现中的适用性进行了数值检验。我们探讨了体积偏裂与AT1和AT2相场公式在模拟节理方面有哪些优势,但也有内在的局限性,阻碍了对岩石破裂的可靠定量分析。这些公式定性地再现了节理饱和过程,以及节理间距与沉积层高度的负相关关系。然而,在与其他数值方法和露头观测的定量比较中,相场方法将节理间距高估了2倍,并在AT1模型中导致不切实际的压缩裂缝,同时在AT2模型中导致层界面过早剪切。其原因被确定为相场长度尺度和体积偏差分裂引起的不合适的强度包络的内在原因。最后,我们的分析阐明了扩展裂缝周围应力场的相场长度尺度扭曲,导致沉积层过早达到节理饱和,从而阻止新裂缝的成核,导致节理间距比自然例子更大。减小长度尺度导致逐渐改善,但对于非常小的长度尺度,计算成本过高,因此在本研究中没有达到“自然”行为的极限。总的来说,我们的结果激发了本构相场模型的发展,这些模型更适合地质应用,并与地质观测相比较。
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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.
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