TECHNICAL PAPERS
Aug 1, 1994

Finite‐Element Volumes

Publication: Journal of Surveying Engineering
Volume 120, Issue 3

Abstract

The finite‐element‐volumes method is a new earthwork volumes technique quite unlike conventional methods. The algorithm provides automatic curvature and prismoidal correction using ordinarily available cross‐section data in conjunction with horizontal baseline geometry. The cross sections are approximated as a series of rectangular elements of equal, user‐specified width. As this width approaches zero, cross‐sectional area and centroid location approach that of the original cross section. Every element is assumed to transition linearly along an offset curve concentric with the baseline to an opposing element upstation or to terminate on a tapered offset curve when an opposing element does not exist. The resulting volume elements are thus curvilinear wedges or frustums of wedges. Linear, circular, and Cornu spiral baseline (clothoidal spline) components are accommodated by the method. Numerical examples show excellent agreement with exact results even when the mass components are not prismoidal. A general formula for the volume of a curvilinear mass component and a new, high‐precision, prismoidal curvature‐correction technique are also presented.

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References

1.
Davis, R. E., Foote, F. S., Anderson, J. M., and Mikhail, E. M. (1981). Surveying theory and practice. McGraw‐Hill, New York, N.Y.
2.
Easa, S. M. (1991). “Pyramid frustum formula for computing volumes of roadway transition areas.” J. Surv. Engrg., ASCE, 117(2), 98–101.
3.
Eves, H. (1991). “Geometry.” Standard mathematical tables, W. H. Beyer, ed., CRC Press, Boca Raton, Fla., 102–114.
4.
Hickerson, T. F. (1964). Route location and design. McGraw‐Hill, New York, N.Y.
5.
Hornbeck, R. W. (1975). Numerical methods. Prentice‐Hall, Englewood Cliffs, N.J.
6.
Kahmen, H., and Faig, W. (1988). Surveying. Walter de Gruyter, New York, N.Y.
7.
Moffitt, F. H., and Bouchard, H. (1987). Surveying. Harper and Row, New York, N.Y.
8.
Walton, D. J., and Meek, D. S. (1990). “Clothoidal splines.” Comp. and Graphics, 14(1), 95–100.

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Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 120Issue 3August 1994
Pages: 94 - 114

History

Received: Jan 13, 1994
Published online: Aug 1, 1994
Published in print: Aug 1994

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Authors

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Thomas G. Davis
Appl. Mathematician, CLM/Systems, Inc., 5601 Mariner Dr., Tampa, FL 33609

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