|

The Method of Force Control in the Contact Area of the Compacted Material and the Drum with a Directed Vibration Exciter

Authors: Shishkin E.A., Ayupov R.M.  Published: 13.04.2026
Published in issue: #1(156)/2026  

DOI:

 
Category: Mechanical Engineering and Machine Science | Chapter: Ground Transport and Technological Means and Complexes  
Keywords: vibrating roller, roller, compaction, directed vibration, driving force, contact force, angle, simulation

Abstract

Compaction by a vibrating roller is widely used for the final formation of the road surface structure. The gradual increase in the strength of the material requires a change in the parameters of the vibration seal. For rollers with directional vibration of the roller, such a parameter is the direction of the vector of the driving force of the roller vibrator. This parameter affects the magnitude and direction of the resulting force in the contact area of the vibrating roller and the material. To study this effect, a simulation model of the oscillating roller--compacted material system has been developed. The model is based on differential equations describing the normal and tangential force interaction of the roller and the compacted material. The model takes into account the design parameters of the roller, and the physical and mechanical parameters of the compacted material. As a result of simulation, it is established in the article that for rollers with directional vibration, the angle of the force vector in the contact area of the roller with the material being sealed should be taken as the criterion for regulating vibration compaction. A control technique is being developed that makes it possible to improve the sealing quality by eliminating undesirable operating modes of the roller, leading to a violation of the continuity of the compacted material

Please cite this article in English as:

Shishkin E.A., Ayupov R.M. The method of force control in the contact area of the compacted material and the drum with a directed vibration exciter. Herald of the Bauman Moscow State Technical University, Series Mechanical Engineering, 2026, no. 1 (156), pp. 86--100 (in Russ.). EDN: CHARYJ

References

[1] Tyuremnov I.S. The review of the continuous compaction control systems for soil compaction by vibratory rollers. Part 3. Functional features and "intelligent compaction". Vestnik TOGU [Bulletin of Pacific National University], 2016, no. 2, pp. 115--122 (in Russ.). EDN: WHPMKX

[2] Savelyev S.V., Poteryaev I.K., Buryy G.G., et al. Method of justification of operational parameters of vibrating rollers for compaction. Vestnik SibADI [The Russian Automobile and Highway Industry Journal], 2017, no. 1, pp. 27--33 (in Russ.).DOI: https://doi.org/10.26518/2071-7296-2017-1(53)-27-33

[3] Shishkin E.A., Smolyakov A.A. Justification of the method of regulating the contact force of the vibrating roller with the compacted material. Sistemy. Metody. Tekhnologii [Systems. Methods. Technologies], 2022, no. 1, pp. 36--42 (in Russ.).DOI: https://doi.org/10.18324/2077-5415-2022-1-36-42

[4] Nosov S.V. The technologies’ development conception of the road soil compaction and asphalt concrete mix on the development basis of their rheology. Vestnik Lipetskogo gosudarstvennogo tekhnicheskogo universiteta [Vestnik LSTU], 2012, no. 1, pp. 86--94 (in Russ.).EDN: RBZWIB

[5] Zubkov A.F. Analysis of methods of production development of hot-mixed asphalt covering compaction. Vestnik TGTU [Transactions of the TSTU], 2006, vol. 12, no. 4-2, pp. 1158--1161 (in Russ.). EDN: KARYAD

[6] Boyarkina I.V., Tarasov V.N., Serebrennikov V.S. Comparison of traditional and combined vibration schemes of the road roller vibrators when compacting materials and soils. Stroitelnye i dorozhnye mashiny [Construction and Road Building Machinery], 2019, no. 4, pp. 16--19 (in Russ.). EDN: GVMADA

[7] Shushubaeva M.K., Mikheev V.V., Savelyev S.V. To the question of vibro-exciter’s energy efficiency increasing for vibrating compactors in the sphere of road construction. Vestnik SibADI [The Russian Automobile and Highway Industry Journal], 2018, no. 15, pp. 46--54 (in Russ.). DOI: https://doi.org/10.26518/2071-7296-2018-1-46-54

[8] Zakharenko A.V. Control of the vector of force action of the road roller drum. Stroitelnye i dorozhnye mashiny [Construction and Road Building Machinery], 2005, no. 4, pp. 40--43 (in Russ.).

[9] Kasparek J., Skopan M. Experimental verification of the regulated vibration on the subsoil. Vib. Proced., 2017, vol. 13, pp. 15--19. DOI: https://doi.org/10.21595/vp.2017.19061

[10] Shishkin E.A. Comparative analysis of plastic deformations in the asphalt concrete mixture compuction. Herald of the Bauman Moscow State Technical University, Series Mechanical Engineering, 2025, no. 1 (152), pp. 131--141 (in Russ.). EDN: UDDLIY

[11] Beainy F., Commuri S., Zaman V. Viscoelastic-plastic model of asphalt-roller interaction. Int. J. Geomech., 2013, vol. 13, no. 5, pp. 581--594. DOI: https://doi.org/10.1061/(ASCE)GM.1943-5622.0000240

[12] Dubkov V.V., Medvedeva K.A. Improving efficiency seals road-building materials oscillation-vibrating rollers. Tekhnika i tekhnologii stroitelstva, 2015, no. 1, pp. 49--53 (in Russ.). EDN: UNWAHH

[13] Popov Y., Chabutkin E. Increasing efficiency of vibratory rollers through adjusting magnitude of disturbing force. In: Proceedings ICIE 2019. Cham, Springer International, 2020, pp. 567--576. DOI: https://doi.org/10.1007/978-3-030-22063-1_60

[14] Mikheyev V. New type of vibration generator with vibratory force oriented in preferred direction. J. Vibr. Eng. Technol., 2018, vol. 6, no. 2, pp. 149--154. DOI: https://doi.org/10.1007/s42417-018-0025-4

[15] Gavrilov T., Kolesnikov G., Khoroshilov K. Tangential forces in the contact area of upper road layer with the base. MATEC Web Conf., 2018, vol. 239, art. 05012. DOI: https://doi.org/10.1051/matecconf/201823905012

[16] Mooney M., Rinehart R., Facas N., et al. Intelligent soil compaction systems. Washington, National Academies Press, 2010.

[17] Adam D., Pistrol J. Dynamic roller compaction for earthworks and roller-integrated continuous compaction control: state of the art overview and recent developments. Institute of Geotechnics. Vienna, University of Technology, 2016.

[18] Anderegg R., Kaufmann K. Compaction monitoring using intelligent soil compactors. GeoCongress 2006: Geotechnical Engineering in the Information Technology. Atlanta, ASCE, 2006. DOI: https://doi.org/10.1061/40803(187)41

[19] Savelyev S.V., Mikheev V.V. Researches of the intense and deformable condition of the elastic and viscous environment at vibrating loading. Vestnik SibADI [The Russian Automobile and Highway Industry Journal], 2012, no. 3, pp. 83--87 (in Russ.). EDN: PBGVFB

[20] Anderegg R., Kaufmann K. Intelligent compaction with vibratory rollers: feedback control systems in automatic compaction and compaction control. Transp. Res. Rec., 2004, vol. 1868, no. 1, pp. 124--134. DOI: https://doi.org/10.3141/1868-13

[21] Pistrol J., Adam D., Villwock S., et al. Movement of vibrating and oscillating drums and its influence on soil compaction. In: Proceedings of XVI European Conf. Soil Mechanics and Geotechnical Engineering. Edinburgh, ICE Publishing, 2015, pp. 349--354.

[22] Wersall C., Nordfelt I., Larsson S. Soil compaction by vibratory roller with variable frequency. Geotechnique, 2017, vol. 67, no. 3, pp. 272--278.DOI: https://doi.org/10.1680/jgeot.16.P.051

[23] Shishkin E.A., Smolyakov A.A. Modeling of interaction between road roller vibrating drum and soil being compacted. Transportnoe, gornoe i stroitelnoe mashinostroenie: nauka i proizvodstvo [Transport, Mining and Construction Engineering: Science and Production], 2024, no. 26, pp. 60--67 (in Russ.). DOI: https://doi.org/10.26160/2658-3305-2024-26-60-67

[24] Tyuremnov I.S., Morev A.S., Krayushkin A.S. Justification of chosen values of the weight coefficients of the compaction value for continuous compaction control systems for vibration rollers. Dinamika sistem, mekhanizmov i mashin [Dynamics of Systems, Mechanisms and Machines], 2020, no. 8, pp. 104--110 (in Russ.). DOI: https://doi.org/10.25206/2310-9793-8-1-104-110