胶结对多孔灰岩渗透性和强度的影响

P. Baud, U. Exner, F. Meng
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引用次数: 0

摘要

研究了Leitha灰岩的机械压实、应变局部化和渗透性。这种碳酸盐来自维也纳(奥地利)地区,由于沉积制度和胶结程度的变化,其粒度和孔隙度范围很广。我们新的力学数据揭示了孔隙率和机械强度之间的简单关系。胶结度的增加和孔隙度的降低导致岩石脆性和延性强度的显著提高。微观力学模拟表明,Leitha灰岩非弹性变形的主要微观机制是脆性状态下的孔致微裂,韧性状态下的颗粒破碎和碎裂性孔隙崩塌。微观结构分析表明,在胶结程度较低的样品中出现了压实带,而在压实状态下,更多的胶结端元被碎裂流破坏。与机械强度相反,增加胶结度和降低孔隙度对Leitha灰岩的渗透性影响不显著。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The impact of cementation on permeability and strength of porous limestone
We studied mechanical compaction, strain localization and permeability in Leitha limestone. This carbonate from the area of Vienna (Austria) occurs with a broad range of grain sizes and porosity, due to changes in depositional regime and degree of cementation. Our new mechanical data revealed a simple relation between porosity and mechanical strength. Increasing cementation and decreasing porosity led to a significant increase of the rock strength both in the brittle and ductile regimes. Micromechanical modelling showed that the dominant micromechanisms of inelastic deformation in Leitha limestone are pore-emanated microcracking in the brittle regime, and grain crushing and cataclastic pore collapse in the ductile regime. Microstructural analysis revealed the development of compaction bands in some of the less cemented samples, while more cemented end-members failed by cataclastic flow in the compactant regime. In contrast to mechanical strength, permeability of Leitha limestone was not significantly impacted by increasing cementation and decreasing porosity.
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