TECHNICAL PAPERS
Mar 1, 2007

Field Monitoring of Roller Vibration during Compaction of Subgrade Soil

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 133, Issue 3

Abstract

A field investigation was carried out with an instrumented vibratory roller compactor to explore the relationship between vibration characteristics and underlying soil properties, namely soil stiffness. The roller was outfitted with instrumentation to monitor drum and frame acceleration, as well as eccentric excitation force. Multiple consecutive passes were performed over six test beds on an active earthwork construction site to capture changes in roller vibration during compaction. Using lumped parameter vibration theory, soil stiffness was extracted from the roller data (drum and frame acceleration and drum phase lag). Both drum acceleration and drum phase lag were found to be very sensitive to changes in underlying soil stiffness. The drum–soil natural frequency of the coupled roller–soil system varied considerably and increased with compaction-induced soil stiffening. Phase lag always decreased with increasing soil stiffness, whereas drum acceleration trends depended on whether the excitation frequency was less than or greater than resonance. Roller-determined soil stiffness was found to be a function of the eccentric force, and heterogeneity in moisture, lift thickness, and underlying stiffness has a considerable affect on roller vibration behavior. When used as a proof roller, the instrumented roller identified soft areas in the embankment that were not identified by a static proof roll test.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This research was supported by the National Science Foundation (Grant No. NSFCMS-0327509). Their support is greatly appreciated. The writers also greatly appreciate the cooperation of the Colorado Department of Transportation and the equipment provided by the Ingersoll–Rand Corporation. The writers also thank Paul van Susante for his contributions and feedback.

References

Anderegg, R., and Kaufmann, K. (2004). “Intelligent compaction with vibratory rollers.” Transportation Research Record. 1868, Transportation Research Board, Washington, D.C., 124–134.
Andrei, D., Witczak, M., Schwartz, C., and Uzan, J. (2004). “Harmonized resilient modulus test method for unbound pavement materials.” Transportation Research Record. 1874, Transportation Research Board, Washington, D.C., 29–37.
Brandl, H., Kopf, F., and Adam, D. (2005). “Continuous compaction control with differently excited dynamic rollers.” Strassenforschungsauftrag Nr. 3.176 des Bundesministeriums fuer Verkehr, Innovation und Technologie, Heft 000, Vienna.
Forssblad, L. (1980). “Compaction meter on vibrating rollers for improved compaction control.” Proc., Int. Conf. on Compaction, Vol. II, Paris.
Hoffman, O., Guzina, B., and Drescher, A. (2004). “Stiffness estimates using portable deflectometers.” J. Transportation Research Board TRR 1869, 59–66.
Kröber, W., Floss, R., and Wallrath, W. (2001). “Dynamic soil stiffness as quality criterion for soil compaction.” Geotechnics for roads, rail tracks, and earth structures, Balkema, Lisse.
Lundberg, G. (1939). “Elastische berührung zweier halbräume.” Forsch. Geb. Ingenieurwes., 10, 201–211.
Mooney, M. A., Gorman, P. B., and Gonzalez, J. N. (2005). “Vibration-based health monitoring of earth structures.” Struct. Health Monit., 4(2), 137–152.
Nazarian, S., Yuan, D., and Williams, R. B. (2003). “A simple method for determining modulus of base and subgrade materials.” Proc., Symp. on Resilient Modular Testing for Pavement Components, Salt Lake City, 152–164.
Pietzsch, D., and Poppy, W. (1992). “Simulation of soil compaction with vibratory rollers.” J. Terramech., 29(6), 585–597.
Rinehart, R. V., and Mooney, M. A. (2005). “Instrumentation of a roller compactor to monitor vibration behavior during earthwork compaction.” Proc., 22nd Int. Symp. on Automation and Robotics in Construction, Ferrara, Italy.
Sandström, A. J., and Pettersson, C. B. (2004). “Intelligent systems for QA/QC in soil compaction.” Proc., TRB 2004 Annual Meeting (CD-ROM), Transportation Research Board, Washington, D.C.
Siekmeier, J. A., Young, D., and Beberg, D. (2000). “Comparison of the dynamic cone penetrometer with other tests during subgrade and granular base characterization in Minnesota.” Nondestructive testing of pavements and backcalculation of moduli, ASTM STP 1375, Vol. 3, West Conshohocken, Pa.
Thurner, H. F., and Sandstrom, Å. (2000). “Continuous compaction control, CCC.” Proc., European Workshop Compaction of Soils and Granular Materials, Presses Ponts et Chaussées, Paris, 237–246.
Yoo, T-S., and Selig, E. T. (1979). “Dynamics of vibratory-roller compaction.” J. Geotech. Engrg. Div., 105(10), 1211–1231.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 133Issue 3March 2007
Pages: 257 - 265

History

Received: Jan 23, 2006
Accepted: Jul 20, 2006
Published online: Mar 1, 2007
Published in print: Mar 2007

Permissions

Request permissions for this article.

Authors

Affiliations

Michael A. Mooney
Associate Professor, Engineering Division, Colorado School of Mines, Golden, CO 80401 (corresponding author). E-mail: [email protected]
Robert V. Rinehart
Graduate Student, Civil Engineering Systems, Colorado School of Mines, Golden, CO 80401. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share