珊瑚砂冲击液化过程微观结构演化

IF 4.2 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Zailin Yang, Shihao Cao, Zhongliang Chang, Yukun Wang
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引用次数: 0

摘要

珊瑚砂是岛礁工程中使用的一种特殊的富含碳酸钙的沉积物,对珊瑚砂在冲击载荷作用下液化的微观结构变化研究较少。利用三维x射线显微CT (μCT)对珊瑚砂进行三维重建。在三维图像重建的基础上,采用数值模拟方法对饱和珊瑚砂在不排水状态下的冲击液化进行了有限元分析。研究了撞击前后珊瑚砂颗粒配位数、颗粒间力链和整体孔隙比的变化,揭示了珊瑚砂液化过程的液化演化过程。在室内一维冲击试验中,珊瑚砂配位数的变化与超孔隙比压力比呈正相关,孔隙直径的均匀性因冲击而降低。在冲击加载过程中,珊瑚砂受到高强度挤压,孔隙率同时降低。珊瑚砂原本有较大的颗粒,但由于破碎成多个较小的颗粒,导致配位数下降。珊瑚砂配位数的变化与埋深(预压)呈正相关,液化后珊瑚砂配位数减小,珊瑚颗粒整体孔隙比减小。本研究为珊瑚砂液化的微观演化提供了更深入的认识。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Microstructure evolution of coral sand during impact liquefaction process
Coral sand is a special calcium carbonate-rich sediment used in island reef engineering, and the microstructural changes in coral sand liquefaction under impact loading have been less studied. A three-dimensional X-ray microscope CT (μCT) was used to reconstruct the coral sand in three dimensions. Based on three-dimensional image reconstruction, numerical simulation methods were used to perform a finite element analysis of the impact liquefaction of saturated coral sand in an undrained state. The changes in the coordination number of coral sand particles, interparticle force chain, and overall void ratio before and after the impact were investigated, revealing the liquefaction evolution of the coral sand liquefaction process. In the indoor one-dimensional impact test, the changes in the coordination number of coral sand were positively correlated with the supervoid ratio pressure ratio, and the uniformity of the pore diameter was reduced by the impact. During impact loading, coral sand was subjected to high-intensity extrusion, and the void ratio decreased simultaneously. The coral sand, which originally had larger particles, broke into multiple smaller particles, resulting in a decrease in the coordination number. The change in the coordination number of coral sand was positively correlated with the burial depth (pre-pressure), and the coordination number of coral sand decreased after liquefaction, whereas the overall void ratio of the coral particles decreased. This study provides a deeper understanding of the microevolution of coral sand liquefaction.
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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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