Calculation of effective properties of geocomposites based on computed tomography images

Q3 Materials Science PNRPU Mechanics Bulletin Pub Date : 2022-12-15 DOI:10.15593/perm.mech/2022.3.09
N. Artamonova, S. Sheshenin, É. A. Orlov, Zhou Bichen, J. Frolova, I. Khamidullin
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Abstract

Biot’s parameter is included in the formula for calculating effective stresses and should be taken into account when assessing the stress-strain state of a water-saturated rock mass. A method for calculating Biot’s tensor parameter based on asymptotic averaging of the equilibrium equation for a fluid-saturated porous medium is proposed. Calculations of elastic properties and Biot’s coefficient were carried out on various types of rocks - limestone, dolomite, hyaloclastite, basalt. The calculations were carried out using 3D models of geocomposites built from X-ray computed tomography images. The results of 3D calculations of Young's modulus and Biot’s coefficient coincided with the results of experimental determinations of these properties by the ultrasonic method. This fact shows the expediency of using a computational approach that implements asymptotic averaging to estimate the effective properties using 3D models of the real rock structure. The results of 3D and 2D simulation of effective properties of geocomposites are compared. 2D models were built using photographs of rock sections. It was found that the values of Young's modulus and Biot’s parameter for 2D models differ from the corresponding experimental and 3D calculation results by 20-30 %. Therefore, 2D modeling is not suitable for evaluating the effective properties of porous geomaterials. Based on the results of calculations and experiments, the dependences of Young's modulus and Biot’s coefficient on porosity were obtained and studied. These dependencies are used in non-linear numerical simulation of the consolidation of water-saturated soils. The results of the study showed that Biot’s coefficient does not depend on Young's modulus of the rock skeleton material. The influence of the pore shape on Young's modulus and Biot’s coefficient was studied using 2D calculations. A method for predicting the shape of pores from the values of porosity and Young's modulus using neural networks is proposed. Using this method, a specific algorithm for predicting the shape of pores in hyaloclastites has been implemented and studied.
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基于计算机断层成像的土工复合材料有效性能计算
Biot参数包含在有效应力计算公式中,在评估饱和水岩体的应力-应变状态时应考虑Biot参数。提出了一种基于流体饱和多孔介质平衡方程渐近平均的Biot张量参数计算方法。对不同类型的岩石——石灰岩、白云岩、透明质碎屑岩、玄武岩进行了弹性性能和比奥系数的计算。计算是利用x射线计算机断层扫描图像建立的土工复合材料三维模型进行的。杨氏模量和比奥系数的三维计算结果与超声法实验测定的结果相吻合。这一事实表明,利用实际岩石结构的三维模型,使用一种实现渐近平均的计算方法来估计有效特性是方便的。对土工复合材料有效性能的三维和二维模拟结果进行了比较。利用岩石剖面照片建立了二维模型。研究发现,二维模型的杨氏模量和比奥参数值与相应的实验和三维计算结果相差20- 30%。因此,二维建模不适合评价多孔岩土材料的有效性能。根据计算和实验结果,得到并研究了杨氏模量和比奥系数对孔隙度的依赖关系。这些依赖关系用于饱和水土壤固结的非线性数值模拟。研究结果表明,Biot系数不依赖于岩石骨架材料的杨氏模量。采用二维计算方法研究了孔隙形态对杨氏模量和比奥系数的影响。提出了一种利用神经网络从孔隙度和杨氏模量预测孔隙形状的方法。利用该方法,实现并研究了透明质碎屑岩孔隙形状预测的具体算法。
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来源期刊
PNRPU Mechanics Bulletin
PNRPU Mechanics Bulletin Materials Science-Materials Science (miscellaneous)
CiteScore
1.10
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