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密实砂土剪切过程中的颗粒运动与微观力学特征
引用本文:陈庆,高燕,袁泉. 密实砂土剪切过程中的颗粒运动与微观力学特征[J]. 水利水电技术, 2021, 52(1): 212-224
作者姓名:陈庆  高燕  袁泉
作者单位:1. 中山大学 地球科学与工程学院,广东 广州 510275; 2. 广东省地球动力 作用与地质灾害重点实验室,广东 广州 510275; 3. 广州地铁设计 研究院股份有限公司,广东 广州 510010
基金项目:国家自然科学基金项目( 41807244) ; 广州市科技计划项目( 201904010415)
摘    要:密实砂土在剪切过程中发生剪胀,土宏观上的剪胀行为与土内部的颗粒运动及颗粒间接触力的变化特征密切相关.针对密砂剪切过程中的颗粒运动与颗粒间接触力之间的相互联系,及其对剪胀的贡献这一问题,采用离散元数值方法,模拟密实砂土分别在50 kPa和100 kPa竖向压力下直剪试验,通过对颗粒运动以及颗粒间接触力的分析,探究密实砂土...

关 键 词:密砂  剪切  颗粒运动  微观力  离散元
收稿时间:2019-12-02

Kinetic characterizations and micro-mechanism of dense sand subjected to shear
CHEN Qing,GAO Yan,YUAN Quan. Kinetic characterizations and micro-mechanism of dense sand subjected to shear[J]. Water Resources and Hydropower Engineering, 2021, 52(1): 212-224
Authors:CHEN Qing  GAO Yan  YUAN Quan
Affiliation:1. School of Earth Sciences and Engineering,Sun Yat-sen University,Guangzhou 510275,Guangdong,China; 2. Guangdong Provincial Key Lab of Geodynamics and Geohazards,Guangzhou 510275,Guangdong,China; 3. Guangzhou Metro Design and Research Institute CO.,LTD.,Guangzhou 510010,Guangdong,China
Abstract:Dense sand dilates subjected to shearing. This macroscopic dilatancy behavior is related to soil particle motions and the variation of contact forces from the micro point of view. In order to explore the relationship and contribution to dilatancy of particle motion and contact force,in this paper,numerical simulations based on discrete element method ( DEM) are conducted to simulate dense sand in direct shear tests under 50 and 100 kPa vertical stresses,respectively. The associated changes of particle motions and contact forces are monitored to examine the kinetic characterizations,the micro-mechanisms and their relationship of dense sand subjected to shearing. In addition,the contribution of particle motion in and out of the shear band to dilatancy is also explored. The simulation results indicate that: ( 1) the sample dilatancy is controlled by the contact rolling while the contact sliding can lead to sample contraction; in the shear band,the contact rolling is larger than the contact sliding,that is,the contact rolling is dominated,hence,the dilatancy can be found; out of the shear band,the particle motion is dominated by contact sliding,which lead to the observation of sample contraction; the contact rolling decreases with increasing vertical stress,less dilatancy is observed; ( 2) the variations of main orientation and anisotropy in strong and weak forces have a good consistency with principal stress change: the main orientation of the strong forces is consistent with the principal stress direction,which is orthogonal to the main orientation of weak forces; the anisotropy of strong forces decreases while the anisotropy of weak forces increases during shearing progress,and both of them become stable at critical state; ( 3) in the shear band,the contact sliding and rolling occur in both the strong and weak force chains without selectivity; the particle motions in the shear band make the percentage of strong forces increase and the weak forces decrease,and finally become almost same; the particle motions out of the shear band reduce the percentage of strong forces and improve the percentage of weak forces,and the difference between them increases slightly.
Keywords:dense sand  shear  particle motion  micro mechanisms  discrete element method  
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