砂岩中应变局部化随应力的演化:脆性和半脆性状态

P. Bésuelle
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引用次数: 39

摘要

给出了多孔砂岩脆性和脆性与半脆性过渡阶段应变局部化的实验表征。局部化是通过条带发生的,观察结果表明,在低平均应力下,条带内的膨胀应变类型不断演变为高平均应力下的压实应变类型。条带的方向也随着应力水平的变化而变化,并且在峰值应力之前系统地检测到局部化的开始。显微镜观察表明定位过程分为两个步骤。利用分岔理论的框架对带内局部应变进行了理论分析。引入了膨胀和压实剪切带的概念,这可以表明从纯粹的延伸带到膨胀和压实剪切带再到纯粹的压实带的连续过渡是预期的。这些理论预测与实验观察一致,为研究脆性到半脆性的转变提供了一个有趣的框架。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evolution of strain localisation with stress in a sandstone: Brittle and semi-brittle regimes

The experimental characterisation of strain localisation in a porous sandstone is presented for the brittle and the transition between the brittle and semi-brittle regimes. Localisation occurs through bands and the observations show a continuous evolution from a dilative strain type inside the bands at low mean stress to a compactive strain type at higher mean stress. The orientation of the bands changes also with the stress level and the onset of localisation is systematically detected before the peak stress. Microscope observations suggest two steps during the localisation process. A theoretical analysis of the localised strain inside bands is presented using the framework of bifurcation theory. The notion of dilating and compacting shear bands is introduced and this allows to show that a continuous transition from pure extension bands to dilating and compacting shear bands and to pure compaction bands is expected. These theoretical predictions are in accordance with the experimental observations, providing an interesting framework to investigate the brittle to semi-brittle transition regime.

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