Microscopic mechanism of solid-liquid phase transition in sand under cyclic loading: Insights from DEM simulations

IF 4.6 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Soil Dynamics and Earthquake Engineering Pub Date : 2025-02-11 DOI:10.1016/j.soildyn.2025.109270
Zhiyuan Chen , Yupeng Ren , Guohui Xu , Zhuangcai Tian
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Abstract

Under cyclic loading, sand will undergo a solid-liquid phase transition during the liquefaction. This study utilizes discrete element method (DEM) to investigate the stage characteristics of sand macroscopic stress-strain response during the solid-liquid phase transition. The microscopic mechanism of sand solid-liquid phase transition is elucidated from the perspective of contact network. The results indicate that based on the sand flowability, the liquefaction process can be divided into solid phase, solid-liquid transition phase, and liquid phase stages. The strong contact network within the sand is the primary contributor to its effective stress, and the degradation of the originally well-connected strong contact network are the reasons for the sand solid-liquid phase transition. A parameter ξc has been proposed to measure the connectivity of the strong contact network. The weak contacts between particles dominates the sliding and rolling between particles, which is the reason for the macroscopic deformation and flow of sand.
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循环荷载下砂土固-液相变的微观机制:来自DEM模拟的见解
在循环荷载作用下,砂土在液化过程中会发生固-液相变。利用离散元法(DEM)研究了砂体固-液相变过程中宏观应力-应变响应的阶段特征。从接触网络的角度阐述了砂土固液相变的微观机理。结果表明,根据砂的流动性,液化过程可分为固相阶段、固液过渡阶段和液相阶段。砂体内部的强接触网络是砂体有效应力的主要来源,而原本连接良好的强接触网络的退化是砂体固液相变的主要原因。提出了测定强接触网络连通性的参数ξc。颗粒之间的弱接触主导了颗粒之间的滑动和滚动,这是砂土宏观变形和流动的原因。
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来源期刊
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
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