An investigation of single-particle fracture behavior of calcareous nodule using an improved block-based model

IF 5.7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Tao Zhang, Baosheng Wang, Weihao Yang, Yuan Gao, Changjiang Wu
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引用次数: 0

Abstract

An improved block-based model (BBM) combined with Voronoi tessellation to consider the particle outline and mineral composition is proposed to investigate the mechanical and microscopic fracture behavior of calcareous nodules. First, the single-particle crushing tests were conducted on calcareous nodules to investigate the macro mechanical properties. Then, the procedure to build a 3D BBM by incorporating polyhedral cells into the discrete element method (DEM) was introduced, and a sensitivity analysis on cell size was discussed as a part of preparation for reconstructing the calcareous nodule model. Microparameter calibration was performed to match the macro failure strength observed in experiments. It is shown that crack types are mainly tension cracks that are parallel or subparallel to the loading direction during the whole loading. The load-induced microcracks mainly appear at particle boundaries, followed by the intra-granular microcracks including calcite, quartz, and albite. Mineral morphology has a clear effect on the failure strength, that is, higher values of cell sphericity result in a larger failure strength. This study provides an effective method for simulating single-particle breakage of calcareous nodules in the BBM.

Abstract Image

Abstract Image

基于改进块体模型的钙质结核单颗粒断裂行为研究
为了研究钙质结核的力学和微观断裂行为,提出了一种改进的基于块体的模型(BBM),并结合Voronoi镶嵌,考虑颗粒轮廓和矿物组成。首先,对钙质结核进行单颗粒破碎试验,研究其宏观力学性能。然后,介绍了将多面体细胞纳入离散元法(DEM)构建三维钙质结节模型的过程,并讨论了细胞大小的敏感性分析,作为重建钙质结节模型的准备工作的一部分。进行了微参数校准,以匹配实验中观察到的宏观破坏强度。结果表明:在整个加载过程中,裂纹类型主要为与加载方向平行或亚平行的张拉裂纹;载荷诱发的微裂纹主要出现在颗粒边界,其次是方解石、石英和钠长石等颗粒内微裂纹。矿物形态对破坏强度有明显的影响,即胞体球度越大,破坏强度越大。本研究为模拟BBM中钙质结核的单颗粒破碎提供了一种有效的方法。
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来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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