TECHNICAL NOTES
Dec 1, 1991

Elimination of Initial Rotation Error in Portable Borehole Deflectometers

Publication: Journal of Geotechnical Engineering
Volume 117, Issue 12

Abstract

The mechanism and causes of the initial rotation error encountered in portable borehole deflectometers are described. The error is viewed as a systematic propagation of any discrepancy that affects the precise correlating of movements to the reference of measurement. A simple method, called reverse analysis, is proposed that helps rectify the measured movement profiles.

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References

1.
Dutro, H. B. (1977). “Borehole measurements using portable borehole deflecto‐meter.” Proc., 18th Symp. on Rock Mech., Colorado School of Mines Press, 5C4‐1–5.
2.
Dunnicliff, J. (1988). Geotechnical instrumentation for monitoring field performance. John Wiley and Sons, New York, N.Y., 577.
3.
Kumbhojkar, A. S. (1990). “Development of digitally controlled sensor probe and knowledge‐based control system for the measurements of underground movements‐I.” Geotechnical Engineering Report, 90–1, Dept. of Civ. and Arch. Engrg., Univ. of Miami, Miami, Fla., 42.
4.
O'Rourke, T. D., and Kumbhojkar, A. S. (f984). “Field testing of cast iron pipeline response to shallow trench excavation.” Geotechnical Engineering Report, 84–3, School of Civ. and Envir. Engrg., Cornell Univ., Ithaca, N.Y., 328.
5.
AASHTO (1978). Standard method for installing, monitoring and processing data of the travelling type slope inclinometer. American Assoc: of State Highway and Transp. Officials, 941–950.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 117Issue 12December 1991
Pages: 1949 - 1955

History

Published online: Dec 1, 1991
Published in print: Dec 1991

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Authors

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Arvind Kumbhojkar, Associate Member, ASCE
Asst. Prof., Dept. of Civ. and Arch. Engrg., Univ. of Miami, Coral Gables, FL 33124

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