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红粘土细观力学特性的颗粒流模拟

彭国园 周海清 周淑玲

重庆理工大学学报(自然科学版)2017,Vol.31Issue(1):41-45,5.
重庆理工大学学报(自然科学版)2017,Vol.31Issue(1):41-45,5.DOI:10.3969/j.issn.1674-8425(z).2017.01.007

红粘土细观力学特性的颗粒流模拟

Simulation of Mesoscopic Mechanic Properties on Red Clay by Using Particle Flow Code

彭国园 1周海清 2周淑玲1

作者信息

  • 1. 中国人民解放军后勤工程学院 岩土力学与地质环境保护重庆市重点实验室,重庆401311
  • 2. 中国人民解放军后勤工程学院军事土木工程系,重庆401311
  • 折叠

摘要

Abstract

As a kind of special engineering soil,the research regarding the red clay is mainly focused on the macroscopic mechanical response.However,contrast to the macroscopic mechanism,the mesoscopic mechanism,which was used to explain the red clay mechanical properties,has been less analyzed.By referring to the red clay macroscopic mechanism indicator produced by the indoor triaxial test,this paper has proposed the triaxial test based on the PFC3 D particle flow code numerical simulation.Besides,it also has calibrated some mesoscopic mechanical parameters such as the red clay particles contact force,contact modulus and bond strength,etc.This paper not only achieves the unification of the mesoscopic mechanical parameters and macro mechanics index,but also uses themacroscopic parameter to reflect the essential characteristics of the mechanical properties.

关键词

红粘土/细观参数/颗粒流/数值三轴试验

Key words

red clay/meso-structure parameter/partical flow code/numerical triaxial test

分类

天文与地球科学

引用本文复制引用

彭国园,周海清,周淑玲..红粘土细观力学特性的颗粒流模拟[J].重庆理工大学学报(自然科学版),2017,31(1):41-45,5.

基金项目

国家自然科学基金资助项目(41272356) (41272356)

重庆理工大学学报(自然科学版)

OA北大核心CSTPCD

1674-8425

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