堆积分数对颗粒材料动态蠕变变形的影响

IF 5.6 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Lihong Tong, Li Fu, Bingni Wu, Changjie Xu, C. W. Lim
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引用次数: 0

摘要

堆积率对颗粒材料的流变性能和蠕变动力学行为有显著影响。低堆积率的颗粒状材料倾向于从固体态过渡到液体态。通过三轴蠕变试验,研究了不同充填率下颗粒材料的应变演化及变形特征。结果表明,在特定的外载荷条件下,颗粒体系存在一个临界填料分数,低于该分数,颗粒体系将在短时间内破碎。相反,当堆积分数超过临界值时,颗粒材料系统表现为对数蠕变动力学,并最终达到稳态。为了描述动加载作用下颗粒材料的蠕变行为,引入了状态演化模型。将理论预测与实验观测相结合,对模型进行了验证。并在此基础上进行了参数化分析。结果表明,该模型能较好地反映颗粒材料在动态加载条件下的基本时空演化特征。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Packing fraction effect on dynamic creep deformation of granular materials

The rheological properties and creep dynamical behavior of the granular materials are significantly influenced by the packing fraction. The granular materials with a low packing fraction tend to transit from a solid-like to liquid-like state. The strain evolution and deformation characteristics of granular materials under different packing fractions are investigated by triaxial creep tests. The result indicates that a critical packing fraction exists for the granular system under specific external loading conditions, below which the system will be broken in a short period of time. Conversely, for packing fraction that exceeds the critical value, the granular material system exhibits logarithmic creep dynamics and eventually reaches a steady state. To characterize the creep behaviors of granular materials under dynamic loading, a state evolution model is introduced. The model is verified by combining the theoretical predictions with the experimental observations. Furthermore, parametric analysis is also implemented based on the introduced model. The results demonstrate that the model can capture the fundamental spatiotemporal evolution characteristics of granular materials which are subjected to dynamic loading conditions.

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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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