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土颗粒材料中的复杂网络结构演化分析

刘恩龙 蒋炼 姜晓琼 田健秋 孙艺 许然

岩土力学2023,Vol.44Issue(12):3383-3404,22.
岩土力学2023,Vol.44Issue(12):3383-3404,22.DOI:10.16285/j.rsm.2023.1148

土颗粒材料中的复杂网络结构演化分析

Analysis on evolution of complex network structure of soil granular materials

刘恩龙 1蒋炼 1姜晓琼 1田健秋 1孙艺 1许然1

作者信息

  • 1. 四川大学水利水电学院岩土与地下工程系,四川成都 610065
  • 折叠

摘要

Abstract

Complex network analysis methods can be applied to analyze the structural evolution of granular materials during loading and establish the relationships of mechanical parameters of these materials between micro/meso and macro scales.This articles mainly reviews our research results in recent years on the structural evolution of granular materials and the relationship between microscopic parameters and macroscopic mechanical properties using complex network methods.Firstly,the basic concepts of complex networks(average degree,clustering coefficient,average path length,and force chain)are introduced.Then,the microstructural evolution of granular materials under biaxial conditions and the network contact parameter changes during the initiation and sliding of soil slopes are analyzed.Furthermore,the microstructure evolution of granular materials considering particle shape,intermediate principal stress coefficient,and complex loading paths is discussed.Finally,the mesoscopic structural parameters of the contact network are associated with the macroscopic mechanical properties,and relationships between the state parameters and average degree,the microscopic structural parameters and soil dynamic strength,the average degree as well as shortest path length and yield function of the modified Cam clay model,and the average degree and the ground vertical pressure are established.The parameters in the unified hardening model are modified based on the maximum flow model.

关键词

土颗粒材料/复杂网络/接触网络/多尺度/细观结构

Key words

soil granular materials/complex network/contact network/multiple scales/meso structure

分类

土木建筑

引用本文复制引用

刘恩龙,蒋炼,姜晓琼,田健秋,孙艺,许然..土颗粒材料中的复杂网络结构演化分析[J].岩土力学,2023,44(12):3383-3404,22.

基金项目

国家自然科学基金(No.12372376,No.41771066).This work was supported by the National Natural Science Foundation of China(12372376,41771066). (No.12372376,No.41771066)

岩土力学

OACSCDCSTPCD

1000-7598

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