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Dec 1, 2008

Relationships between In Situ and Roller-Integrated Compaction Measurements for Granular Soils

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

Abstract

To evaluate compaction meter value and machine drive power roller-integrated compaction technologies, a field study was conducted with 30-m test strips using five granular materials. The test strips were compacted using a prototype CS-533E vibratory smooth drum roller and tested for various compaction parameters using in situ test methods (e.g., nuclear moisture density, dynamic cone penetrometer, plate load tests, etc.). To characterize the roller machine-ground interaction, soil testing focused on measuring soil compaction parameters of the compaction layer, to a depth not exceeding 300mm . The experimental testing of five test strips provided roller data and in situ measurements for several stages of compaction that were used in performing statistical regression analyses. The relationships between data from the roller-integrated compaction technologies were investigated with special consideration for the relative variation that was observed for each measurement system. Statistical averaging mitigated measurement variability and revealed statistically significant (R2>0.9) relationships between in situ and roller-integrated compaction measurements. This research demonstrates statistical analysis techniques for which calibration procedures using roller-integrated compaction technologies may be developed.

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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. The writers also would like to acknowledge Tom Congdon, Allen DeClerk, Paul Corcoran, Liqun Chi, Tom Cackler, Ed Jaselskis, and Vern Schaefer. Lifeng Li, Allison Moyer, Heath Gieselman, Jeremy McIntyre, and Muhannad Suleiman provided assistance with field testing. Pavana Vennapusa provided helpful review comments.

References

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 134Issue 12December 2008
Pages: 1763 - 1770

History

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

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Authors

Affiliations

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]
Mark J. Thompson, A.M.ASCE [email protected]
Geotechnical Engineer, CH2 M HILL, 1100 112th Ave., Suite 400, Bellevue, WA 98004. E-mail: [email protected]

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