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Digital image based numerical micromechanics of geocomposites with application to chemical grouting

机译:基于数字图像的土工复合材料数值力学及其在化学灌浆中的应用

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摘要

The presented paper describes procedures of numerical upscaling and experience with X-ray CT based finite element (FEM) analysis of properties of geocomposites. The upscaling technique is used for obtaining the macro-level response of material by loading test (representative) volumes with described micro-level structure. The application is focused on geocomposites arising from chemical grouting of coal substances. The obtained (homogenized) macro-level properties serve for solving stability problems by numerical modeling in geotechnical engineering. The paper touches several interacting topics - numerical upscaling and understanding to its results; application of X-ray computed tomography (CT) for visualization of structure of geomaterials; processing the digital image data for constructing [EM models of test volumes; numerical testing of digitalized samples for obtaining homogenized properties and clearing up sensitivity to changes in local material properties, micro-level structure and FE mesh; validation of numerical results by comparison with laboratory testing of samples; use of identification technique for refining the local material properties and calibration of the upscaling procedure. (C) 2015 Elsevier Ltd. All rights reserved.
机译:本文介绍了基于数值计算的程序以及基于X射线CT的土工复合材料特性的有限元(FEM)分析的经验。放大技术用于通过加载具有描述的微观结构的测试(代表)体积来获得材料的宏观响应。该应用专注于煤物质化学灌浆产生的土工复合材料。所获得的(均质的)宏观性质用于通过岩土工程中的数值建模来解决稳定性问题。本文涉及几个相互作用的主题-数值放大和对结果的理解; X射线计算机断层扫描(CT)在土工材料结构可视化中的应用;处理数字图像数据以构建[测试量的EM模型;对数字化样品进行数值测试,以获得均质的特性,并消除对局部材料特性,微观结构和有限元网格变化的敏感性;通过与样品的实验室测试进行比较来验证数值结果;使用识别技术来细化局部材料特性和校准放大程序。 (C)2015 Elsevier Ltd.保留所有权利。

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