TECHNICAL PAPERS
Nov 1, 1993

Subsurface Characterization with Solid Models

Publication: Journal of Geotechnical Engineering
Volume 119, Issue 11

Abstract

Three‐dimensional computer models of construction sites and subsurface stratigraphy are useful for visualization, analysis, and design in geotechnical engineering. A useful technique for creating such models is the geometric technique known as “solid modeling.” Solid modeling was originally developed in the fields of mechanical and aerospace engineering. In these fields, the shape and complexity of objects is relatively simple and well defined as compared to those of the earth's surface and subsurface. Accordingly, because of the complex nature of the surfaces involved, most available modeling systems are not well suited for modeling earth masses. To overcome this difficulty, a technique employing surfaces in the form of triangulated irregular networks (TINs) and set operations was developed. This technique facilitates the construction of complex three‐dimensional models of earth masses from data that are typically available to geotechnical engineers. These data usually consist of surface‐topographic surveys and borehole logs. Using the technique, a geotechnical engineer can create a three‐dimensional model of a complex site. Complicated excavations can be modeled and cross sections, or “fence” diagrams, can be constructed quickly and easily, anywhere on the model, to display the soil stratigraphy at the site. Volumes of excavations and fills also can be computed easily.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Andrus, R. D., and Youd, T. L. (1989). “Penetration tests in liquefiable gravels.” Proc. 12th Int. Conf. on Soil Mech. and Foundation Engrg., Aug. 13–18, 679–682.
2.
Baker, T. J. (1989). “Automatic mesh generation for complex three‐dimensional regions using a constrained Delauney triangulation.” Eng. Comput. (New York), 5(3/4), 161–175.
3.
Davis, J. C. (1986). Statistics and data analysis in geology. John Wiley and Sons, New York, N.Y.
4.
Jones, N. L. (1988). “Applications of computer‐aided design methods for site characterization in civil engineering,” MS thesis, University of Texas, Austin, Tex.
5.
Jones, N. L., and Wright, S. G. (1991a). “An algorithm for smoothing triangulated surfaces.” J. Comp. in Civ. Engrg., ASCE, 5(1), 85–102.
6.
Jones, N. L., and Wright, S. G. (1991b). “Solid modeling for site representation in geotechnical engineering.” Proc. Geotech. Engrg. Congress, June 10–12, 1021–1031.
7.
Journel, A. G., and Huijbregts, C. H. J. (1978). Mining geostatistics. Academic Press, New York, N.Y.
8.
Lee, D. T., and Schacter, B. J. (1980). “Two algorithms for constructing a Delauney triangulation.” Int. J. Computer and Information Sci., 9(3), 219–242.
9.
Requicha, A. A. G. (1980). “Representations for rigid solids: theory, methods, and systems.” Comput. Surv., 12(4), 437–464.
10.
Schroeder W. J., and Shepard, M. S. (1989). “An O(N) algorithm to automatically generate geometric triangulations satisfying the Delauney criteria.” Eng. Comput. (New York), Springer‐Verlag, 5(3/4), 177–193.
11.
Shepard, D. (1968). “A two‐dimensional interpolation function for irregularly spaced data.” Proc. 23rd Nat. Conf. ACM, 517–523.
12.
Stokoe, K. H., Glenn, J. R., Sanchez‐Salinero, I., Andrus, R. D. and Mok, Y‐J. (1988). “Liquefaction of gravelly soils during the 1983 Borah Peak, Idaho earthquake.” Proc. Ninth World Conf. on Earthquake Engrg., 3, Aug. 2–9, 183–188.
13.
Watson, D. F. (1981). “Computing the N‐dimensional Delauney tesselation with application to Voronoi polytopes.” Comput. J., 8(2), 167–172.
14.
Watson, D. F., and Philip, G. M. (1984). “Systematic triangulations.” Computer Vision, Graphics, and Image Processing, 26(2), 217–223.

Information & Authors

Information

Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 119Issue 11November 1993
Pages: 1823 - 1839

History

Received: Apr 9, 1992
Published online: Nov 1, 1993
Published in print: Nov 1993

Permissions

Request permissions for this article.

Authors

Affiliations

Norman L. Jones, Member, ASCE
Asst. Prof., Dept. of Civ. Engrg., 368 CB, Brigham Young Univ., Provo, UT 84602
Stephen G. Wright, Member, ASCE
Ashley H. Priddy Centennial Prof., Dept. of Civ. Engrg., Univ. of Texas, Austin, TX 78712‐1076

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share