Soil Particle Modeling and Parameter Calibration Based on Discrete Element Method

被引:23
作者
Yan, Dongxu [1 ]
Yu, Jianqun [2 ]
Wang, Yang [2 ]
Zhou, Long [3 ]
Tian, Ye [4 ]
Zhang, Na [2 ]
机构
[1] Changzhou Univ, Hua Lookeng Honors Coll, Changzhou 213164, Peoples R China
[2] Jilin Univ, Sch Biol & Agr Engn, Changchun 130022, Peoples R China
[3] Shandong Univ Technol, Sch Agr Engn & Food Sci, Zibo 255022, Peoples R China
[4] Hebei Univ Technol Petr, Ctr Ind & Technol, Chengde 067000, Peoples R China
来源
AGRICULTURE-BASEL | 2022年 / 12卷 / 09期
基金
中国国家自然科学基金;
关键词
DEM; soil particle model; EEPA model; direct shear test; parameter calibration; PHYSICAL-PROPERTIES; SIMULATION;
D O I
10.3390/agriculture12091421
中图分类号
S3 [农学(农艺学)];
学科分类号
0901 ;
摘要
In order to establish a Discrete Element Method (DEM) model of soil particles, the soil in the laboratory soil bin was used as the research object. The soil texture was determined to be sandy loam by sieving, and the shape of the soil particles was analyzed by an image particle analyzer to establish a geometric model of the soil particles. The Edinburgh Elasto-Plastic Adhesion (EEPA) model was chosen as the contact model for the soil particle simulation analysis, and the accuracy of the model selection was determined by texture tests. The parameters in the contact model played a crucial role in the results of the simulation. Test methods were used to obtain parameters for the soil particles that were easy to measure. For parameters that could not be measured in the contact model, a direct shear test was used as the calibration test, and after screening the sensitive parameters using the PB test, the response surface method was used to calibrate the sensitive parameters. The accuracy of the calibration results was verified by comparing the simulation and test results of the direct shear test under different loadings.
引用
收藏
页数:15
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