基于数字岩芯的珊瑚礁灰岩微观力学行为及孔隙结构演化机制研究

IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Xinping Li , Yingwei Zhu , Liangjun Wang , Dengxing Qu , Yi Luo , Fei Meng , Chenhao Pei , Wenhao Li
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引用次数: 0

摘要

珊瑚礁石灰岩(CRL)是一种海洋碳酸盐岩,具有高度发达的孔隙结构。孔隙结构对珊瑚礁灰岩的力学行为和破坏断裂过程有相当大的影响。为了研究 CRL 的微观力学行为及其孔隙结构演化机理,本文基于 CT 扫描获得的 CRL 数字岩芯模型。采用数字岩芯-有限元模型双向变换的方法,模拟分析了多孔 CRL 在准静压荷载作用下的微元物理力学行为。通过微观物理力学实验获得了 CRL 骨架的力学参数,并确定了骨架基体的 HJC 模型参数。这揭示了 CRL 在孔隙结构影响下的复杂断裂机制。研究表明,CRL 骨架主要由文石组成,平均弹性模量为 76.97 GPa。通过纳米压痕模拟验证了 HJC 固有模型及其参数的适用性。CRL 的破坏过程以复杂的应力集中、应力再分布和孔隙诱导断裂为特征。断裂扩展的演化主要受孔隙闭合、颗粒破碎和重新排列、微裂缝引发和扩展等过程的影响。孔隙度的演变主要受相同因素的影响,以及微裂缝的形成和现有裂缝的扩展。孔隙结构的不均匀性导致了损伤断裂中明显的各向异性和不均匀性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on the micro-mechanical behavior and pore structure evolution mechanism of coral reef limestone based on digital rock core
Coral reef limestone (CRL) is a type of marine carbonate rock that exhibits a highly developed pore structure. The pore structure exerts a considerable influence on the mechanical behavior and damage fracture process of CRL. In order to study the micro-mechanical behavior of CRL and its pore structure evolution mechanism, this paper is based on the digital core model of CRL obtained from CT scanning. The two-way transformation method of digital core – finite element model is employed to simulate and analyze the micro-element physical–mechanical behavior of porous CRL under quasi-static compressive loading. The mechanical parameters of the CRL skeleton were obtained through microphysical and mechanical experiments, and the HJC model parameters of the skeleton matrix were determined. This revealed the complex fracture mechanism of the CRL under the influence of pore structure. The study demonstrates that the CRL skeleton is primarily composed of aragonite, exhibiting an average elastic modulus of 76.97 GPa. The applicability of the HJC intrinsic model and its parameters is validated through nanoindentation simulation. The damage process of CRL is characterized by complex stress concentration, stress redistribution, and pore-induced fracture. The evolution of fracture extension is primarily influenced by the processes of pore closure, particle crushing and rearrangement, and micro-fracture initiation and propagation. The evolution of porosity is predominantly affected by the same factors, as well as the formation of micro-fractures and the expansion of existing ones. The non-uniformity of pore structure gives rise to the pronounced anisotropy and inhomogeneity observed in damage fracture.
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来源期刊
Computers and Geotechnics
Computers and Geotechnics 地学-地球科学综合
CiteScore
9.10
自引率
15.10%
发文量
438
审稿时长
45 days
期刊介绍: The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.
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