Computer vision-aided DEM study on the compaction characteristics of graded subgrade filler considering realistic coarse particle shapes

被引:4
作者
Li, Taifeng [1 ]
Xie, Kang [2 ,3 ]
Chen, Xiaobin [2 ]
Deng, Zhixing [2 ,3 ]
Su, Qian [3 ]
机构
[1] China Acad Railway Sci Corp Ltd, Railway Engn Res Inst, Beijing 100081, Peoples R China
[2] Cent South Univ, Dept Civil Engn, Changsha 410075, Peoples R China
[3] Southwest Jiaotong Univ, Sch Civil Engn, Chengdu 610031, Peoples R China
关键词
Subgrade filler particles; Deep learning particle; Shape analysis; Particle library; Compaction characteristics; Discrete element method (DEM); IMAGE-ANALYSIS; SLAB TRACK; INTERNAL STABILITY; RAILWAY BALLAST; SHEAR BEHAVIOR; GRAINED SOILS; MIXTURES; PACKING; PARAMETERS; FINES;
D O I
10.1007/s40534-023-00325-1
中图分类号
U [交通运输];
学科分类号
08 ; 0823 ;
摘要
The compaction quality of subgrade filler strongly affects subgrade settlement. The main objective of this research is to analyze the macro- and micro-mechanical compaction characteristics of subgrade filler based on the real shape of coarse particles. First, an improved Viola-Jones algorithm is employed to establish a digitalized 2D particle database for coarse particle shape evaluation and discrete modeling purposes of subgrade filler. Shape indexes of 2D subgrade filler are then computed and statistically analyzed. Finally, numerical simulations are performed to quantitatively investigate the effects of the aspect ratio (AR) and interparticle friction coefficient (mu) on the macro- and micro-mechanical compaction characteristics of subgrade filler based on the discrete element method (DEM). The results show that with the increasing AR, the coarse particles are narrower, leading to the increasing movement of fine particles during compaction, which indicates that it is difficult for slender coarse particles to inhibit the migration of fine particles. Moreover, the average displacement of particles is strongly influenced by the AR, indicating that their occlusion under power relies on particle shapes. The displacement and velocity of fine particles are much greater than those of the coarse particles, which shows that compaction is primarily a migration of fine particles. Under the cyclic load, the interparticle friction coefficient mu has little effect on the internal structure of the sample; under the quasi-static loads, however, the increase in mu will lead to a significant increase in the porosity of the sample. This study could not only provide a novel approach to investigate the compaction mechanism but also establish a new theoretical basis for the evaluation of intelligent subgrade compaction.
引用
收藏
页码:194 / 210
页数:17
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