Numerical simulation of triaxial experimental results on Sandstone using critical state mechanics

N. Reppas, C. Davie, B. Wetenhall, Y. Gui, Jianjun Ma
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引用次数: 1

Abstract

In carbon capture and storage schemes, the carbon dioxide (CO2) can be injected at high pressures and low temperatures for permanent storage in deep reservoirs. In the North Sea, the storage sites will be predominantly sandstone. To study the effects of these conditions on the rock surrounding the injection site, triaxial tests on sandstone were conducted until failure using representative in-situ stresses to estimate the mechanical properties of the rock. A theoretical constitutive model, using Finite Element Modelling (FEM), describing the stress-strain behaviour and damage evolution of rock during triaxial testing is presented alongside the results of the tests. The model reproduced the experimental outcomes well and it was used for the estimation of the critical state mechanic parameters. Lower temperature indicated higher strength of sandstone, a decrease in the Poisson’s ratio and consequently an increase in damage.
砂岩三轴试验结果的临界状态力学数值模拟
在碳捕获和储存方案中,二氧化碳(CO2)可以在高压和低温下注入,永久储存在深层储层中。在北海,储存地点将主要是砂岩。为了研究这些条件对注入部位周围岩石的影响,对砂岩进行了三轴试验,直到破坏,使用具有代表性的地应力来估计岩石的力学特性。利用有限元模型(FEM)建立了一个理论本构模型,描述了三轴试验期间岩石的应力-应变行为和损伤演化。该模型能较好地再现试验结果,并可用于临界状态力学参数的估计。温度越低,砂岩强度越高,泊松比减小,损伤越大。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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