Highlighting the Change of the Dynamic Response to Discrete Variation of Soil Stiffness in the Process of Dynamic Compaction with Roller Compactors Based on Linear Rheological Modeling

Article Preview

Abstract:

The paper presents the dynamic response in motion and stress transmitted to the soil to rotating inertial dynamic excitations, for each layer of soil with specific stiffness. Upon repeated passages on the same layer of soil, there will be taken into account the new rigidities that change the dynamic response called "successive transition" within the linear - elastic limit, up to the ultimate the achievement of the last end state of deformability.Parametric variation curves are specific to certain regularities families expressing multiple correlations, useful for assessing the degree of compaction by vibration of natural soils, by highlighting the movement of resonance points after each pass on the same layer of soil.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

242-248

Citation:

Online since:

October 2015

Export:

Price:

* - Corresponding Author

[1] P. Erdmann, D. Adam, Numerical simulation of dynamic soil compaction with vibratory compaction equipment, XV Danube – European Conference on Geotechnical Engineering, H. Brandl & D. Adam (eds. ), Vienna, Austria (2014) 243-248.

Google Scholar

[2] M. Mooney, D. Adam, Vibratory roller integrated measurement on earthwork compaction: an overview, Proceedings FMGM 7th International Symposium on Field Measurements in Geomechanics, ASCE, Boston (2007) 1-12.

DOI: 10.1061/40940(307)80

Google Scholar

[3] D. Siminiati, D. Hren, Simulation on vibratory roller – soil interaction, International Journal Advanced Engineering (1846-5900) (2008) 137-146.

Google Scholar

[4] D. L. Peterson, J. Siekmeier, C. R. Nelson, R. L. Peterson, Intelligent soil compaction technology: results and a roadmap toward widespread use, Transportation Research Record, Journal of the Transportation Research Board 1975 (1) (2006) 81-88.

DOI: 10.1177/0361198106197500109

Google Scholar

[5] D. Pietzsch, W. Poppy, Simulation of soil compaction with vibratory rollers, Journal of Terramechanics 29 (6) (1992) 585-597.

DOI: 10.1016/0022-4898(92)90038-l

Google Scholar

[6] P. Bratu, Dynamic interaction between the foundations and the unbalanced rotating machine, 21st International Congress on Sound and Vibration (2014) 602-607.

Google Scholar

[7] M. Mooney, R.V. Rinehart, In situ soil response to vibratory loading and its relationship to roller-measured soil stiffness, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 135(8) (2009) 1022-1031.

DOI: 10.1061/(asce)gt.1943-5606.0000046

Google Scholar

[8] C. F. Dobrescu, The influence of the stiffness characteristics of the soil on the compaction parameters when using vibrating rollers, 21st International Congress on Sound and Vibration (1) (2014) 624-628.

Google Scholar

[9] J. Pistrol, F. J. Falkner, D. Adam, C. Adam, Comparison of constitutive soil models for the simulation of dynamic roller compaction, European Congress on Computational Methods in Applied Sciences and Engineering, J. Eberhardsteiner et al. (eds. ), Vienna, Austria (2012).

Google Scholar

[10] S. Bejan, Rheological models of the materials for the road system in the compaction process, Romanian Journal of Acoustics & Vibration, 11 (2) (2014) 167-171.

Google Scholar

[11] P. Erdemann, D. Adam, F. Kopf, Finite element analyzes of dynamic compaction techniques and integrated control methods, Numerical Methods in Geotechnical Engineering, Schweiger (ed. ) Taylor&Francis Group, London (2006) 197-204.

DOI: 10.1201/9781439833766.ch29

Google Scholar