Research article Special Issues

Investigation of the dynamic response of subgrade vibration compaction based on the finite element method


  • Received: 04 December 2022 Revised: 01 February 2023 Accepted: 05 February 2023 Published: 13 March 2023
  • A three-dimensional finite element model of a vibratory wheel on soil is established though the use of the ABAQUS software platform to investigate the interaction between the wheel and soil and the resulting dynamic response during vibratory compaction. The extended linear Drucker Prager model is used to reflect the plastic deformation characteristics of the soil. The truncated boundary is treated by using a three-dimensional uniform viscoelastic artificial boundary method. The vibratory responses of the soil under the wheel, including the stress and contact force, are analyzed by using numerical simulations. The results show a decrease in the soil vertical stress at the edge of the vibrating wheel transverse to the wheel path, which may assist in identifying the rolling overlap width of the wheel. Along the wheel path, the vertical stress center is demonstrated to lie ahead of the vibrating wheel mass center, caused by the inclination of the wheel soil contact surface. The contact pressure and total grounding width of the soil under the wheel can be calculated by using the finite element method; only one-third of the total width could produce effective compression deformation.

    Citation: Hui Sun, Xiupeng Yue, Haining Wang, Liang Wang, Yuexiang Li. Investigation of the dynamic response of subgrade vibration compaction based on the finite element method[J]. Electronic Research Archive, 2023, 31(5): 2758-2774. doi: 10.3934/era.2023139

    Related Papers:

  • A three-dimensional finite element model of a vibratory wheel on soil is established though the use of the ABAQUS software platform to investigate the interaction between the wheel and soil and the resulting dynamic response during vibratory compaction. The extended linear Drucker Prager model is used to reflect the plastic deformation characteristics of the soil. The truncated boundary is treated by using a three-dimensional uniform viscoelastic artificial boundary method. The vibratory responses of the soil under the wheel, including the stress and contact force, are analyzed by using numerical simulations. The results show a decrease in the soil vertical stress at the edge of the vibrating wheel transverse to the wheel path, which may assist in identifying the rolling overlap width of the wheel. Along the wheel path, the vertical stress center is demonstrated to lie ahead of the vibrating wheel mass center, caused by the inclination of the wheel soil contact surface. The contact pressure and total grounding width of the soil under the wheel can be calculated by using the finite element method; only one-third of the total width could produce effective compression deformation.



    加载中


    [1] C. Gong, Research and Optimization of Compaction Performance of Vibratory Rollers, Master's thesis, Xiangtan University in China, 2013.
    [2] Y. Long, Compaction theory and practice based on chaos science, Constr. Mach., 8 (2004), 64–67. https://doi.org/10.3969/j.issn.1001-554X.2004.08.024 doi: 10.3969/j.issn.1001-554X.2004.08.024
    [3] C. Chen, Research on the New Technology of Automatic Continuous Detection of Subgrade Soil Compaction Degree, Master's thesis, Chongqing Jiaotong University in China, 2018.
    [4] Y. Ma, F. Chen, T. Ma, X. Huang, Y. Zhang, Intelligent compaction: an improved quality monitoring and control of asphalt pavement construction technology, IEEE Trans. Intell. Transp. Syst., 23 (2022), 14875–14882. https://doi.org/10.1109/TITS.2021.3134699 doi: 10.1109/TITS.2021.3134699
    [5] Y. Ma, Y. Zhang, W. Zhao, X. Ding, Z. Wang, T. Ma, Assessment of intelligent compaction quality evaluation index and uniformity, J. Transp. Eng. Pt. B-Pavements, 148 (2022), 04022024. https://doi.org/10.1061/JPEODX.0000368 doi: 10.1061/JPEODX.0000368
    [6] X. Zhao, Study on Intelligent Compaction Control Technology of Subgrade, Master's thesis, Chang'an University in China, 2018.
    [7] Z. Fang, Y. Zhu, T. Ma, Y. Zhang, T. Han, J. Zhang, Dynamical response to vibration roller compaction and its application in intelligent compaction, Autom. Constr., 142 (2022), 104473. https://doi.org/10.1016/j.autcon.2022.104473 doi: 10.1016/j.autcon.2022.104473
    [8] NCHRP Report 933: Evaluating mechanical properties of earth material during intelligent compaction, 2020.
    [9] C. L. Meehan, D. V. Cacciola, F. S. Tehrani, W. J. Baker, Assessing soil compaction using continuous compaction control and location-specific in situ tests, Autom. Constr., 73 (2017), 31–44. https://doi.org/10.1016/j.autcon.2016.08.017 doi: 10.1016/j.autcon.2016.08.017
    [10] D. J. White, M. J. Thompson, Relationships between in situ and roller-integrated compaction measurements for granular soils, J. Geotech. Geoenviron. Eng., 134 (2008), 1763–1770. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:12(1763) doi: 10.1061/(ASCE)1090-0241(2008)134:12(1763)
    [11] S. Sivagnanasuntharam, A. Sounthararajah, J. Ghorbani, D. Bodin, J. Kodikara, A state-of-the-art review of compaction control test methods and intelligent compaction technology for asphalt pavements, Road Mater. Pavement Des., (2021), 1–30. https://doi.org/10.1080/14680629.2021.2015423 doi: 10.1080/14680629.2021.2015423
    [12] M. Shi, J. Wang, T. Guan, W. Chen, X. Wang, Effective compaction power index for real-time compaction quality assessment of coarse-grained geomaterials: Proposal and comparative study, Constr. Build. Mater., 321 (2022), 126375. https://doi.org/10.1016/j.conbuildmat.2022.126375 doi: 10.1016/j.conbuildmat.2022.126375
    [13] P. K. R. Vennapusa, D. J. White, M. D. Morris, Geostatistical analysis for spatially referenced roller-integrated compaction measurements, J. Geotech. Geoenviron. Eng., 136 (2010), 813–822. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000285 doi: 10.1061/(ASCE)GT.1943-5606.0000285
    [14] S. Bejan, P. A. Heriberto, Modeling the dynamic interaction between a vibratory-compactor and ground, Rom. J. Acoust. Vib., 13 (2016), 94–97.
    [15] A. Fathi, C. Tirado, S. Rocha, M. Mazari, S. Nazarian, Assessing depth of influence of intelligent compaction rollers by integrating laboratory testing and field measurements, Transp. Geotech., 28 (2021), 100509. https://doi.org/10.1016/j.trgeo.2020.100509 doi: 10.1016/j.trgeo.2020.100509
    [16] NCHRP Report 145: Extraction of Layer Properties from Intelligent Compaction Data, 2013.
    [17] V. Mafra, G. Dienstmann, Cavity expansion solutions applied to help assess the partial drainage behavior characterization of the piezocone test, Comput. Geotech., 152 (2022), 105017. https://doi.org/10.1016/j.compgeo.2022.105017 doi: 10.1016/j.compgeo.2022.105017
    [18] M. Ajmal, D. Ahmed, M. H. Baluch, M. K. Rahman, T. Ayadat, Consistent choice for cohesion and internal friction for concrete constitutive models, Innov. Infrastruct. Solut., 8 (2023), 43. https://doi.org/10.1007/s41062-022-00976-9 doi: 10.1007/s41062-022-00976-9
    [19] K. Rouf, M. J. Worswick, J. Montesano, Experimentally verified dual-scale modelling framework for predicting the strain rate-dependent nonlinear anisotropic deformation response of unidirectional non-crimp fabric composites, Compos. Struct., 303 (2023), 116384. https://doi.org/10.1016/j.compstruct.2022.116384 doi: 10.1016/j.compstruct.2022.116384
    [20] G. Liao, X. Huang, Constitutive model of common materials and UMAT, in Application of ABAQUS Finite Element Software in Road Engineering, Southeast University Press, (2008), 78–81.
    [21] G. Li, Finite Element Analysis of the Compaction Quality about the Small Vibratory Compactor, Master's thesis, Chang'an University in China, 2008.
    [22] Y. Sun, Study on Granular Dynamic Effect and Fractal Characteristic Under Vibration, Master's thesis, Central South University in China, 2002.
    [23] F. Zong, Frequency-dispersion characteristics and discretization of the finite element analysis in wave propagation problems, Explos. Shock+, 4 (1984), 16–23.
    [24] A. J. Deeks, M. F. Randolph, Axisymmetric time-domain transmitting boundaries, J. Eng. Mech., 120 (1994), 25–42. https://doi.org/10.1061/(ASCE)0733-9399(1994)120:1(25) doi: 10.1061/(ASCE)0733-9399(1994)120:1(25)
    [25] J. Lysmer, A. M. Kuhlemeyer, Finite dynamic model for infinite media, J. Eng. Mech. Div., 95 (1969), 0001144. https://doi.org/10.1061/JMCEA3.0001144 doi: 10.1061/JMCEA3.0001144
    [26] S. Bejan, Rheological models of the materials for the road system in the compaction process, Rom. J. Acoust. Vib., 11 (2014), 167–171.
    [27] J. Liu, Z. Wang, X. Du, Y. Du, Three-dimensional visco-elastic artificial boundaries in time domain for wave motion problems, Eng. Mech., 6 (2005), 46–51. https://doi.org/10.3969/j.issn.1000-4750.2005.06.008 doi: 10.3969/j.issn.1000-4750.2005.06.008
    [28] J. Liu, Z. Wang, K. Zhang, Y. Pei, 3D Finite element analysis of large dynamic machine foundation considering soil-structure interaction, Eng. Mech., 3 (2002), 34–38. https://doi.org/10.3969/j.issn.1000-4750.2002.03.007 doi: 10.3969/j.issn.1000-4750.2002.03.007
    [29] Y. Gu, J. Liu, Y. Du, 3D Consistent viscous-spring artificial boundary and viscous-spring boundary element, Eng. Mech., 12 (2007), 31–37. https://doi.org/10.3969/j.issn.1000-4750.2007.12.006 doi: 10.3969/j.issn.1000-4750.2007.12.006
    [30] B. Kenneally, O. M. Musimbi, J. Wang, M. A. Mooney, Finite element analysis of vibratory roller response on layered soil systems, Comput. Geotech., 67 (2015), 73–82. https://doi.org/10.1016/j.compgeo.2015.02.015 doi: 10.1016/j.compgeo.2015.02.015
    [31] I. Paulmichl, T. Furtmueller, C. Adam, D. Adam, Numerical simulation of the compaction effect and the dynamic response of an oscillation roller based on a hypoplastic soil model, Soil Dyn. Earthq. Eng., 132 (2020), 106057. https://doi.org/10.1016/j.soildyn.2020.106057 doi: 10.1016/j.soildyn.2020.106057
    [32] D. Zhang, H. Yang, Analytical and numerical analyses of local loading forming process of T-shape component by using Coulomb, Tribol. Int., 92 (2015), 259–271. https://doi.org/10.1016/j.triboint.2015.06.009 doi: 10.1016/j.triboint.2015.06.009
    [33] C. Herrera, P. A. Costa, B. Caicedo, Numerical modelling and inverse analysis of continuous compaction control, Transp. Geotech., 17 (2018), 165–177. https://doi.org/10.1016/j.trgeo.2018.09.012 doi: 10.1016/j.trgeo.2018.09.012
    [34] S. S. Nagula, J. Grabe, Coupled eulerian lagrangian based numerical modelling of vibro-compaction with model vibrator, Comput. Geotech., 123 (2020), 103545. https://doi.org/10.1016/j.compgeo.2020.103545 doi: 10.1016/j.compgeo.2020.103545
  • Reader Comments
  • © 2023 the Author(s), licensee AIMS Press. This is an open access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0)
通讯作者: 陈斌, bchen63@163.com
  • 1. 

    沈阳化工大学材料科学与工程学院 沈阳 110142

  1. 本站搜索
  2. 百度学术搜索
  3. 万方数据库搜索
  4. CNKI搜索

Metrics

Article views(1045) PDF downloads(55) Cited by(0)

Article outline

Figures and Tables

Figures(8)  /  Tables(4)

Other Articles By Authors

/

DownLoad:  Full-Size Img  PowerPoint
Return
Return

Catalog