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Dec 1, 2008

Estimating Compaction of Cohesive Soils from Machine Drive Power

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 134, Issue 12

Abstract

To evaluate roller-integrated machine drive power (MDP) technology for predicting the compaction parameters of cohesive soils considering the influences of soil type, moisture content, and lift thickness on machine power response, a field study was conducted with 15-m test strips using three cohesive soils and several nominal moisture contents. Test strips were compacted using a prototype CP-533 static padfoot roller with integrated MDP technology and tested using various in situ compaction measurement devices. To characterize the roller machine-soil interaction, soil testing focused on measuring compaction parameters for the compaction layer. Variation in both MDP and in situ measurements was observed and attributed to inherent variability of the compaction layer and measurement errors. Considering the controlled operations to create relatively uniform conditions of the test strips, measurement variability observed in this study establishes a baseline for acceptable variation in production operations using MDP technology in cohesive soils. Predictions of in situ compaction measurements from MDP were found to be highly correlated when moisture content and MDP-moisture interaction terms were incorporated into regression models.

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Acknowledgments

The FHWA Federal Technology and Innovation Program, Caterpillar, Inc., the Highway Division of the Iowa Department of Transportation (Iowa DOT), and the Iowa Highway Research Board (IHRB) sponsored this study under Contract No. UNSPECIFIEDTR-495. Further, this material is based upon work supported under a National Science Foundation Graduate Research Fellowship.NSF The writers are grateful for this sponsorship. They would also like to thank Professor Max Morris and Kari Jovaag for their contribution to the statistical analyses. The writers would also like to acknowledge Tom Congdon, Allen DeClerk, Paul Corcoran, Liqun Chi, Tom Cackler, Ed Jaselskis, and Vern Schaefer. Isaac Drew, Lifeng Li, Matt Veenstra, Heath Gieselman, and Muhannad Suleiman provided assistance with field testing.

References

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Brandl, H., and Adam, D. (1997). “Sophisticated continuous compaction control of soils and granular materials.” Proc., 14th Int. Conf. on Soil Mechanics and Foundation Engineering, Hamburg, 1–6.
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Thurner, H., and Sandstrom, A. (1980). “A new device for instant compaction control.” Proc. Int. Conf. on Compaction, Vol. 2, Assoc. Amicale des Ingénieus, Paris, 611–614.
White, D., Jaselskis, E., Schaefer, V., and Cackler, E. (2005). “Real-time compaction monitoring in cohesive soils from machine response.” Transportation Research Record. 1936, Transportation Research Board, Washington, D.C., 173–180.
White, D., Jaselskis, E., Schaefer, V., Cackler, E., Drew, I., and Li, L. (2004). “Field evaluation of compaction monitoring technology: Phase I.” Final Rep., Iowa DOT Project TR-495, Ames, Iowa.
White, D., and Thompson, M. (2008). “Relationships between in-situ and roller-integrated compaction measurements for granular soils.” J. Geotech. Geoenviron. Eng., 134(12), 1763–1770.
White, D., Thompson, M., Jovaag, K., Morris, M., Jaselskis, E., Schaefer, V., and Cackler, E. (2006). “Field evaluation of compaction monitoring technology: Phase II.” Final Rep., Iowa DOT Project TR-495, Ames, Iowa.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 134Issue 12December 2008
Pages: 1771 - 1777

History

Received: Oct 12, 2006
Accepted: Oct 10, 2007
Published online: Dec 1, 2008
Published in print: Dec 2008

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Authors

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Mark J. Thompson, A.M.ASCE [email protected]
Geotechnical Engineer, CH2M HILL, 1100 112th Ave., Suite 400, Bellevue, WA 98004. E-mail: [email protected]
David J. White, A.M.ASCE [email protected]
Associate Professor, Iowa State Univ. of Science and Technology, 476 Town Engineering, Ames, IA 50011-3232 (corresponding author). E-mail: [email protected]

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