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

Taifeng Li , Kang Xie , Xiaobin Chen , Zhixing Deng , Qian Su

Railway Engineering Science ›› 2023, Vol. 32 ›› Issue (2) : 194 -210.

PDF
Railway Engineering Science ›› 2023, Vol. 32 ›› Issue (2) : 194 -210. DOI: 10.1007/s40534-023-00325-1
Article

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

Author information +
History +
PDF

Abstract

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 (μ) 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 μ has little effect on the internal structure of the sample; under the quasi-static loads, however, the increase in μ 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.

Cite this article

Download citation ▾
Taifeng Li, Kang Xie, Xiaobin Chen, Zhixing Deng, Qian Su. Computer vision-aided DEM study on the compaction characteristics of graded subgrade filler considering realistic coarse particle shapes. Railway Engineering Science, 2023, 32(2): 194-210 DOI:10.1007/s40534-023-00325-1

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Gautier PE. Slab track: review of existing systems and optimization potentials including very high speed. Constr Build Mater 2015, 92 9-15

[2]

Steenbergen MJMM, Metrikine AV, Esveld C. Assessment of design parameters of a slab track railway system from a dynamic viewpoint. J Sound Vib 2007, 306 1–2 361-371

[3]

Huang JJ, Su Q, Cheng YM . Improved performance of the subgrade bed under the slab track of high-speed railway using polyurethane adhesive. Constr Build Mater 2019, 208 710-722

[4]

Huang J, Su Q, Liu T . Behavior and control of the ballastless track-subgrade vibration induced by high-speed trains moving on the subgrade bed with mud pumping. Shock Vib 2019, 2019 1-14

[5]

Li T, Su Q, Kaewunruen S. Seismic metamaterial barriers for ground vibration mitigation in railways considering the train-track-soil dynamic interactions. Constr Build Mater 2020, 260

[6]

Nie R, Dong J, Leng W, et al (2020) Backbone curve model of saturated coarse-grained soil under train-induced cyclic loading. In: Advances in environmental vibration and transportation geodynamics. Lecture Notes in Civil Engineering, Springer, Singapore, pp 763-778.

[7]

Wan Z, Bian X, Li S . Remediation of mud pumping in ballastless high-speed railway using polyurethane chemical injection. Constr Build Mater 2020, 259

[8]

Song W (2012) Research on mechanical property and constitutive mode of coarse-grained soils. Dissertation, Central South University (in Chinese)

[9]

Ye Y, Cai D, Yao J . Review on dynamic modulus of coarse-grained soil filling for high-speed railway subgrade. Transp Geotech 2021, 27

[10]

Hu YF. Design principles of ballastless track subgrade of high-speed railway 2010 Beijing (in Chinese) China Railway Press

[11]

Wang X, Dong X, Zhang Z . Compaction quality evaluation of subgrade based on soil characteristics assessment using machine learning. Transp Geotech 2022, 32

[12]

Isik F, Ozden G. Estimating compaction parameters of fine- and coarse-grained soils by means of artificial neural networks. Environ Earth Sci 2013, 69 7 2287-2297

[13]

Qian Q, An X, Wang Y . Physical study on the vibrated packing densification of mono-sized cylindrical particles. Particuology 2016, 29 120-125

[14]

Xie Z, An X, Wu Y . Experimental study on the packing of cubic particles under three-dimensional vibration. Powder Technol 2017, 317 13-22

[15]

Xu P, Zhu X, Qiao S . Field study of compaction quality control parameters and compaction mechanism of large particle size stone-filled embankment. Rock Mech Rock Eng 2022, 55 6 3687-3702

[16]

Zhang Q, An Z, Huangfu Z . A review on roller compaction quality control and assurance methods for earthwork in five application scenarios. Materials 2022, 15 7 2610

[17]

Zhao Y, Xie S, Gao Y . Prediction of the number of roller passes and degree of compaction of asphalt layer based on compaction energy. Constr Build Mater 2021, 277

[18]

Seif El Dine B, Dupla JC, Frank R . Mechanical characterization of matrix coarse-grained soils with a large-sized triaxial device. Can Geotech J 2010, 47 4 425-438

[19]

Xu GH, Gao H, Wang ZR. Analysis of continuous dynamic monitoring on vibrating compaction process of graded broken stone. Chin J Geotech Eng 2005, 27 11 1270-1272(in Chinese)

[20]

Duong TV, Cui YJ, Tang AM . Effects of water and fines contents on the resilient modulus of the interlayer soil of railway substructure. Acta Geotech 2016, 11 1 51-59

[21]

Mooney MA, Gorman PB, González JN. Vibration-based health monitoring of earth structures. Struct Heath Monit 2005, 4 2 137-152

[22]

Sakai H, Nordfjell T, Suadicani K . Soil compaction on forest soils from different kinds of tires and tracks and possibility of accurate estimate. Croat J for Eng 2008, 29 15-27

[23]

Ye Y, Cai D, Tian S . Experimental investigation of the particle breakage of coarse-grained materials under impact loading. Transp Geotech 2023, 40

[24]

Mostofinejad D, Reisi M. A new DEM-based method to predict packing density of coarse aggregates considering their grading and shapes. Constr Build Mater 2012, 35 414-420

[25]

Qian G, Hu K, Li J . Compaction process tracking for asphalt mixture using discrete element method. Constr Build Mater 2020, 235

[26]

Xu D, Tang Z, Zhang L. Interpretation of coarse effect in simple shear behavior of binary sand-gravel mixture by DEM with authentic particle shape. Constr Build Mater 2019, 195 292-304

[27]

Zhao L, Zhang S, Huang D . A digitalized 2D particle database for statistical shape analysis and discrete modeling of rock aggregate. Constr Build Mater 2020, 247

[28]

Nie Z, Zhu Y, Zou J . DEM study of the microscopic characteristics and internal stability of binary mixtures. Powder Technol 2019, 352 314-324

[29]

Shire T, O’Sullivan C. Micromechanical assessment of an internal stability criterion. Acta Geotech 2013, 8 1 81-90

[30]

Gong J, Liu J. Mechanical transitional behavior of binary mixtures via DEM: effect of differences in contact-type friction coefficients. Comput Geotech 2017, 85 1-14

[31]

Guo Y, Zhao C, Markine V . Calibration for discrete element modelling of railway ballast: a review. Transp Geotech 2020, 23

[32]

Härtl J, Ooi JY. Numerical investigation of particle shape and particle friction on limiting bulk friction in direct shear tests and comparison with experiments. Powder Technol 2011, 212 1 231-239

[33]

Yang Y, Cheng YM, Wang JA. Exploring the contact types within mixtures of different shapes at the steady state by DEM. Powder Technol 2016, 301 440-448

[34]

Mora CF, Kwan AKH, Chan HC. Particle size distribution analysis of coarse aggregate using digital image processing. Cem Concr Res 1998, 28 6 921-932

[35]

Fernlund JMR. Image analysis method for determining 3-D shape of coarse aggregate. Cem Concr Res 2005, 35 8 1629-1637

[36]

Maerz N, Zhou W (1999) Flat and elongated: advances using digital image analysis. In: Center for aggregates research (ICAR) Seventh annual symposium proceedings, Austin Texas, April 19-21

[37]

Descantes Y, Fosse Y, Milcent F. Automated measurement of railway ballast angularity. J Mater Civ Eng 2006, 18 4 612-618

[38]

Al-Rousan TM (2004) Characterization of aggregate shape properties using a computer automated system. Dissertaion, Texas A&M University.

[39]

Al-Rousan T, Masad E, Tutumluer E . Evaluation of image analysis techniques for quantifying aggregate shape characteristics. Constr Build Mater 2007, 21 5 978-990

[40]

Blott SJ, Pye K. Particle shape: a review and new methods of characterization and classification. Sedimentology 2007, 55 1 31-63

[41]

Kwan AKH, Mora CF, Chan HC. Particle shape analysis of coarse aggregate using digital image processing. Cem Concr Res 1999, 29 9 1403-1410

[42]

Tafesse S, Robison Fernlund JM, Sun W . Evaluation of image analysis methods used for quantification of particle angularity. Sedimentology 2013, 60 4 1100-1110

[43]

Vangla P, Roy N, Gali ML. Image based shape characterization of granular materials and its effect on kinematics of particle motion. Granul Matter 2017, 20 1 1-19

[44]

Zhang D, Huang X, Zhao Y. Investigation of the shape, size, angularity and surface texture properties of coarse aggregates. Constr Build Mater 2012, 34 330-336

[45]

Zheng J, Hryciw RD. Traditional soil particle sphericity, roundness and surface roughness by computational geometry. Géotechnique 2015, 65 6 494-506

[46]

Zheng J, Hryciw RD. Roundness and sphericity of soil particles in assemblies by computational geometry. J Comput Civ Eng 2016, 30 6 04016021

[47]

Guo Y, Markine V, Zhang X . Image analysis for morphology, rheology and degradation study of railway ballast: a review. Transp Geotech 2019, 18 173-211

[48]

Liang Z, Nie Z, An A . A particle shape extraction and evaluation method using a deep convolutional neural network and digital image processing. Powder Technol 2019, 353 156-170

[49]

Zheng J, Hryciw RD. Identification and characterization of particle shapes from images of sand assemblies using pattern recognition. J Comput Civ Eng 2018, 32 3 110-121

[50]

Freund Y, Schapire RE. Vitányi P. A desicion-theoretic generalization of on-line learning and an application to boosting. Computational Learning Theory. EuroCOLT 1995 1995 Berlin Springer

[51]

National Railway Administration of the People’s Republic of China (2016) Code for design of railway subgrade. TB10001-2016. China Railway Publishing House, Beijing (in Chinese)

[52]

Gong J, Nie Z, Zhu Y . Exploring the effects of particle shape and content of fines on the shear behavior of sand-fines mixtures via the DEM. Comput Geotech 2019, 106 161-176

[53]

Lopera Perez JC, Kwok CY, Senetakis K. Effect of rubber content on the unstable behaviour of sand–rubber mixtures under static loading: a micro-mechanical study. Géotechnique 2017, 68 7 561-574

[54]

Wang C, Deng A, Taheri A. Three-dimensional discrete element modeling of direct shear test for granular rubber-sand. Comput Geotech 2018, 97 204-216

[55]

Liu D, Sun L, Ma H . Process simulation and mesoscopic analysis of rockfill dam compaction using discrete element method. Int J Geomech 2020, 20 6 04020047

[56]

Abbireddy COR, Clayton CRI. Varying initial void ratios for DEM simulations. Géotechnique 2010, 60 6 497-502

[57]

Li X, Yu HS. Particle-scale insight into deformation noncolatility of granular materials. Int J Geomech 2013, 15 4 04014061

[58]

Yang J, Dai BB. Is the quasi-steady state a real behavior? A micromechanical perspective. Géotechnique 2012, 62 5 466-468

[59]

Suhr B, Six K. Simple particle shapes for DEM simulations of railway ballast: influence of shape descriptors on packing behaviour. Granul Matter 2020, 22 43

[60]

El Shamy U, Denissen C. Microscale energy dissipation mechanisms in cyclically-loaded granular soils. Geotech Geol Eng 2012, 30 2 343-361

[61]

Zhang Y, Liu Z, Shi C . Three-dimensional reconstruction of block shape irregularity and its effects on block impacts using an energy-based approach. Rock Mech Rock Eng 2018, 51 4 1173-1191

Funding

National Key Laboratory of Aerodynamic Design and Research(2022YFB2603400)

AI Summary AI Mindmap
PDF

185

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/