岩石UCS试验与模拟模型及数值模拟研究宏观孔隙度与杨氏模量的关系——文献综述

N. Hudyma, B. Avar
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引用次数: 1

摘要

众所周知,岩石孔隙度降低了完整岩石试样的岩石杨氏模量。然而,对于非连通或孤立的孔洞(如泡状玄武岩、岩性凝灰岩)或连通的孔洞(如溶洞石灰岩)中不同类型和数量的宏观孔隙如何影响岩石的弹性特性,人们还不是很清楚。这种宏观孔隙度给岩石的工程性质推导带来了挑战。本文编制了现有的大孔岩石孔隙度和杨氏模量数据库。该数据库包括对完整岩石试件进行无侧限压缩测试所得的杨氏模量,以及用于制备类岩石试样的模拟试样,以及对类似材料进行数值模拟压缩测试所得的杨氏模量。该数据库用于开发孔隙度和杨氏模量之间的关系。除了孔隙度,大孔隙的形状、大小、位置以及相邻大孔隙之间的接近程度也会影响孔隙度对完整岩石杨氏模量的影响。
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Relationship between macroporosity and Young’s modulus through UCS tests on rock and analogue models, and numerical modeling – a literature review
It is well known that rock porosity reduces rock Young’s modulus of intact rock specimens. However, it is not well understood how different types and amount of macroporosity in forms of non-connected or isolated cavities (e.g., vesicular basalt, lithophysal tuff) or interconnected vugs (e.g., vuggy limestone) affect rock elastic properties. Such macroporosity leads to challenges in deriving engineering properties of rock. This paper compiles an existing database for porosity and Young’s modulus of macroporous rocks. The database includes Young’s modulus determined from unconfined compression testing on intact rock specimens and analogue specimens used to prepare rock-like test samples and numerical simulations of compression testing on similar materials. The database is used to develop the relationship between porosity and Young’s modulus. In addition to the porosity, the macropore shapes, sizes, locations, and proximity of a macropore to its neighboring macropore play a role in how porosity affects intact rock Young’s modulus.
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