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高校地质学报 ›› 2025, Vol. 31 ›› Issue (04): 385-.DOI: 10.16108/j.issn1006-7493.2024059

• •    下一篇

南京粉细砂三轴压缩过程中颗粒结构演化特征

李海洋1,张 巍1*,徐文瀚1,胡赋晨1,程荷兰2,朱鸿鹄1   

  1. 1. 南京大学 地球科学与工程学院,南京 210023;
    2. 江苏南京地质工程勘察院,南京 210041
  • 出版日期:2025-08-20 发布日期:2025-08-20

Characteristics of Particle Structure Evolution of Nanjing Silty Fine Sand during the Triaxial Compression

LI Haiyang1,ZHANG Wei1*,XU Wenhan1,HU Fuchen1,CHENG Helan2,ZHU Honghu1   

  1. 1. School of Earth Sciences and Engineering, Nanjing University, Nanjing 210023,China;
    2. Jiangsu Nanjing Geological Engineering Survey Institute, Nanjing 210041,China
  • Online:2025-08-20 Published:2025-08-20

摘要: 颗粒结构演化影响着南京粉细砂的物理力学性质,使用自主研发的微型三轴试验仪对南京粉细砂试样进行固结不排水
剪切试验,同步进行同步辐射显微CT扫描。分别采用特征椭球体拟合、球棍模型与特征颗粒提取等方法,对砂土颗粒形状、接触关系、运动特征演化进行了定量表征与分析,并讨论了颗粒结构与孔隙结构演化的相关性。结果发现:加载试验过程中试验先软化、后硬化,发生中部隆起的鼓形区状破坏,固结不排水剪切对南京粉细砂有一定的磨圆效应;相较于颗粒配位数,颗粒接触面积和孔隙配位数对于土体结构破坏更为敏感,且过程中颗粒配位数普遍低于孔隙配位数;颗粒旋转影响着试样孔隙网络的发育;在水平方向上,试样中存在一中心位置,越靠近中心颗粒的水平位移越小,在竖直方向上,试样在破坏区存在一个锥形分界面,其两侧颗粒竖向位移量存在较大差异,为区状破坏内因。研究成果有助于进一步理解饱和南京粉细砂宏观工程性质演化的微细观机理,可为研究江河漫滩地质环境韧性与城市安全提供支撑。

关键词: 南京粉细砂, 三轴压缩, 同步辐射显微CT, 三维重构, 颗粒结构演化

Abstract: The evolution of particle structure influences the physical and mechanical properties of Nanjing silty fine sand. In this
study, consolidation undrained shear tests were conducted on Nanjing silty fine sand specimens using a self-developed miniature triaxial apparatus, with simultaneous synchrotron micro-CT scanning. Methods such as characteristic ellipsoid fitting, ball-stick model, and characteristic particle extraction were employed to quantitatively characterize and analyze the evolution of particle shape, contact relationships, and movement characteristics. The correlation between particle structure and pore structure evolution was also discussed. The results revealed that the specimens initially softened and then hardened during the test, exhibiting barrelshaped localized failure with bulging in the middle; the consolidation undrained shear process had a certain rounding effect on Nanjing silty fine sand; the contact area between particles and the pore coordination number were found to be more sensitive to failure occurrence than the particle coordination number, which was generally lower than the pore coordination number throughout the process; the rotation of particles affects the development of the pore network in the specimen; horizontally, there was a central position in the specimen where the horizontal displacement of particles was minimal, and vertically, a conical interface existed in the failure zone, with significant differences in vertical displacement of particles on either side, which serves as the internal cause of the localized failure. The research findings contribute to a deeper understanding of the micro-mechanisms underlying the evolution of the macroscopic engineering properties of saturated Nanjing silty sand and can provide support for the study of the resilience of river floodplain geological environments and urban safety.

Key words: Nanjing silty fine sand, triaxial compression, synchrotron radiation micro-CT, 3D reconstruction, particle structure
evolution

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