TECHNICAL PAPERS
Jan 1, 2006

BCD: A Soil Modulus Device for Compaction Control

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 132, Issue 1

Abstract

There is a trend toward using the modulus as an alternative to dry density in compaction control because of the undesirable nuclear source in the current field density gage and because a modulus is often used in the design of roadway bases and compacted fills. The Briaud compaction device (BCD) is a new instrument used to obtain a soil modulus in only a few seconds; it consists of leaning on a rod equipped with a thin circular metal plate at the bottom end and recording the bending of that plate under a standard load. This article describes the theory and the experiments that have been performed to validate the new instrument. This validation is based on a comparison to a simple plate test and on a numerical simulation of the BCD test. A recommended procedure is outlined in the conclusions. The BCD is used in the lab on top of the soil in the Proctor mold to obtain the lab modulus versus water content curve and select a target value. Then the BCD is used in the field to verify that the target modulus has been achieved.

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Acknowledgments

This research project was sponsored by the Spencer J. Buchanan Chair in the Department of Civil Engineering at Texas A & M University and by the Texas Transportation Institute. Matt Potter, Andrew Fawcett, and Sammy Pirano from TMRF built the BCD prototype. We also wish to thank Nick Jaynes, Patrick Briaud, and Kim Knesek for their help in the field work and the laboratory work.

References

ABAQUS User's and Theory Manuals version 6.2. (2000). Hubbit, Karlson, and Sorensen, Pawtucket, RI.
Briaud, J.-L. (1992). The pressuremeter, Taylor & Francis (previously Balkema), New York.
Briaud, J.-L. (2001). “Introduction to soil moduli.” Geotech. News, June 2001, BiTech Publishers, Richmond, B.C., Canada.
Briaud, J.-L., Jaynes, N., Rhee, K., and Li, Y. (2004). “The geogauge and compaction control.” Draft research report for the Federal Highway Administration; contact: ⟨[email protected]
Foott, R., and Ladd, C. C.  (1981). “Undrained settlement of plastic and organic clays.” J. Geotech. Eng., Div., Am. Soc. Civ. Eng., 107(8), 1079–1094.
Lenke, L. R. , McKeen, R. G. , and Grush, M. (2003). “Laboratory evaluation of the geogauge for compaction control.” Transportation Research Record 1849, Transportation Research Board, Washington, D.C., 20–30.
Li, Y. (2004). “Use of a BCD for compaction control.” PhD thesis, Texas A&M Univ., College Station, Tex.
Livneh, M., Livneh, N. A. , and Elhadad, E. (1997). “Determining a pavement modulus from portable FWD testing.” Geotech. Test. J., 20(4), 373–383.
Nazarian, S., Baker, M., and Crain, K. (1993). “Development and testing of a seismic pavement analyzer.” Report No. SHRP-H-375, National Research Council, Washington D.C.
PLAXIS, version 7.2. (1998). R. B. J. Brinkgreve, Plaxis B. V., Netherlands and P. A. Vermeer, Univ. of Stuttgard, Germany.
Rhee, K. (2004). “Geogauge test in laboratory and ring plate test.” MS thesis, Civil Engineering, Texas A&M Univ., College Station, Tex.
Seed, H. B. , and Chan, C. K.  (1959). “Structure and strength characteristics of compacted clays.” J. Soil Mech. Found. Div., 85(5), 87–128.
Timoshenko, S. (1987). Theory of plates and shells, McGraw-Hill, New York.
Turnbull, W. J. , and Foster, C. R.  (1956). “Stabilization of materials by compaction.” J. Soil Mech. Found. Div., 82(2), 1–23.
Turnbull, W. J. , and McRae, J. L.  (1950). “Soil test results shown graphically.” Eng. News-Rec., 144, 38–39.

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Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 132Issue 1January 2006
Pages: 108 - 115

History

Received: Jun 18, 2004
Accepted: Jun 23, 2005
Published online: Jan 1, 2006
Published in print: Jan 2006

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Authors

Affiliations

Jean-Louis Briaud, F.ASCE
Professor and Holder of the Buchanan Chair, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.
Yanfeng Li, M.ASCE
Geotechnical Engineer, Kleinfelder Inc., 3601 Manor Rd., Austin, TX 78723.
Keunyoung Rhee, S.M.ASCE
Graduate Student, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.

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