Abstract
In this contribution, the influence of the operating speed of a specific oscillation roller on the achieved soil compaction and the resulting response behavior of the roller is examined. The main objective is the further validation of an experimentally found Continuous Compaction Control (CCC) parameter for dynamic rollers with an oscillatory drum. The study is based on a recently developed two-dimensional numerical model of the oscillation roller-granular soil interaction system, in which the intergranular strain enhanced hypoplastic constitutive model is implemented to simulate the compaction process. The effect of one roller pass at standard excitation frequency on an initially very loose soil is investigated for six roller speeds in terms of the reduction of the void ratio. Moreover, the influence of the resulting predicted soil compaction on the drum response is analyzed in the time and frequency domain. A relationship between the computed compaction indicator and roller speed is established. It is shown that the roller speed has a significant effect on the achieved soil compaction both in terms of the compaction degree and the depth of influence. The results confirm that the CCC indicator under consideration qualitatively reflects the soil stiffness characterized by the predicted void ratio distribution.
This is a preview of subscription content, log in via an institution to check access.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Similar content being viewed by others
References
Adam, D.: Continuous Compaction Control (CCC) with vibrating rollers (in German) (Flächendeckende Dynamische Verdichtungskontrolle (FDVK) mit Vibrationswalzen). Ph.D. thesis, TU Wien (1996)
Anderegg, R., Kaufmann, K.: Intelligent compaction with vibratory rollers: Feedback control systems in automatic compaction and compaction control. Transportation Research Record 1868, 124–134 (2004)
Erdmann, P., Adam, D.: Numerical simulation of dynamic soil compaction with vibratory compaction equipment. In: Brandl, H., Adam, D. (eds.) Proceeding XV Danube—European Conference on Geotechnical Engineering (DECGE 2014), pp. 243–248. Vienna, Austria (2014)
Grabe, J.: Continuous inverse calculation of soil stiffness from the dynamic behavior of a driving vibratory roller (in German) (Fortlaufend inverse Berechnung der Bodensteifigkeit aus dem Schwingungsverhalten einer fahrenden Vibrationswalze). Archive of Applied Mechanics 63(7), 472–478 (1993)
Gudehus, G., Amorosi, A., Gens, A., Herle, I., Kolymbas, D., MaÅ¡Ãn, D., Muir Wood, D., Niemunis, A., Nova, R., Pastor, M., Tamagnini, C., Viggiani, G.: The soilmodels.info project. Int. J. Numer. Anal. Methods Geomech. 32(12) (2008)
Hamm A.G.: Data sheet HD+ 90 VO (2011)
Heiniger, R.: Contributions to the numerical simulation of the compaction of non-cohesive soils with oscillation rollers (in German) (Beiträge zur numerischen Simulation der Verdichtung von nichtbindigen Böden mit Oszillationswalzen). Master thesis, University of Innsbruck (2018)
Herle, I., Gudehus, G.: Determination of parameters of a hypoplastic constitutive model from properties of grain assemblies. Mechanics of Cohesive-frictional Materials 4(5), 461–486 (1999)
Kelm, M.: Numerical simulation of the compaction of granular soils by vibratory rollers (in German) (Nummerische Simulation der Verdichtung rolliger Böden mittels Vibrationswalzen). Ph.D. thesis (2003). Publication of the Institute of Geotechnical and Construction Engineering, 6. Technische Universität Hamburg-Harburg (2004)
Kenneally, B., Musimbi, O.M., Wang, J., Mooney, M.A.: Finite element analysis of vibratory roller response on layered soil systems. Computers and Geotechnics 67, 73–82 (2015)
Kopf, F.: Continuous Compaction Control (CCC) during compaction of soil by means of dynamic rollers with different kinds of excitation (in German) (Flächendeckende Dynamische Verdichtungskontrolle (FDVK) bei der Verdichtung von Böden durch dynamische Walzen mit unterschiedlichen Anregungsarten). Ph.D. thesis, TU Wien (1999)
Lawrence, J.D.: A Catalog of Special Plane Curves. Dover Publications (1972)
MaÅ¡Ãn, D.: Clay and sand hypoplasticity UMAT and Plaxis implementations, including UMAT-Plaxis interface. https://soilmodels.com
MaÅ¡Ãn, D.: Modelling of Soil Behaviour with Hypoplasticity. Springer Series in Geomechanics and Geoengineering. Springer International Publishing (2019)
Niemunis, A., Herle, I.: Hypoplastic model for cohesionless soils with elastic strain range. Mechanics of Cohesive-frictional Materials 2(4), 279–299 (1997)
Paulmichl, I.: Numerical modeling approaches to the oscillation roller-subsoil interaction problem. Ph.D. thesis, University of Innsbruck (2019)
Paulmichl, I., Adam, C., Adam, D.: Analytical modeling of the stick-slip motion of an oscillation drum. Acta Mechanica 230(9), 3103–3126 (2019)
Paulmichl, I., Adam, C., Adam, D.: Parametric study of the compaction effect and the response of an oscillation roller. In: Proceedings of the Institution of Civil Engineers—Geotechnical Engineering, vol. 173(4), pp. 285–301 (2020)
Paulmichl, I., Adam, C., Adam, D., Völkel, W.: Assessment of a compaction indicator for oscillation rollers with a lumped parameter model. In: Proceedings of the Institution of Civil Engineers—Geotechnical Engineering, vol. 173(4), pp. 302–318 (2020)
Paulmichl, I., Furtmüller, T., Adam, C., Adam, D.: 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, 106057 (2020)
Pietzsch, D., Poppy, W.: Simulation of soil compaction with vibratory rollers. Journal of Terramechanics 29(6), 585–597 (1992)
Pistrol, J.: Compaction with oscillating rollers. Motion behaviour, roller integrated compaction control and assessment of wear (in German) (Verdichtung mit Oszillationswalzen - Bewegungsverhalten, walzenintegrierte Verdichtungskontrolle und Verschleißbeurteilung). Ph.D. thesis, TU Wien (2016)
Smith, M.: ABAQUS 2016 Documentation Collection. Simulia (2015)
von Wolffersdorff, P.A.: A hypoplastic relation for granular materials with a predefined limit state surface. Mechanics of Cohesive-frictional Materials 1(3), 251–271 (1996)
Yoo, T.S., Selig, E.T.: Dynamics of vibratory-roller compaction. ASCE J. Geotech. Eng. Div. 105, 1211–1231 (1979)
Acknowledgements
The financial support granted by the manufacturer of compaction equipment HAMM AG, Hammstraße 1, 95643 Tirschenreuth, Germany, made the research on oscillation rollers possible [16] and is gratefully acknowledged.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2022 The Author(s), under exclusive license to Springer Nature Switzerland AG
About this chapter
Cite this chapter
Paulmichl, I., Adam, C., Adam, D. (2022). A Numerical Study on the Response of the Oscillation Roller-Soil Interaction System. In: Irschik, H., Krommer, M., Matveenko, V.P., Belyaev, A.K. (eds) Dynamics and Control of Advanced Structures and Machines. Advanced Structured Materials, vol 156. Springer, Cham. https://doi.org/10.1007/978-3-030-79325-8_14
Download citation
DOI: https://doi.org/10.1007/978-3-030-79325-8_14
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-030-79324-1
Online ISBN: 978-3-030-79325-8
eBook Packages: EngineeringEngineering (R0)