TECHNICAL NOTES
Aug 1, 1994

Influence of Horizontal Stresses on Gilgai Landforms

Publication: Journal of Geotechnical Engineering
Volume 120, Issue 8

Abstract

Gilgai landforms are series of mounds and depressions with amplitudes that range from 7.6 to 45.7 cm (3 to 18 in.) and wavelengths that range from 4.6 to 9.1 m (15 to 30 ft). Gilgai landforms occur in soils parented from overconsolidated expansive clays in Texas. A mechanism is proposed that may be causing these landforms and undulations in pavements. The presence of naturally occurring horizontal stresses in overconsolidated expansive clays is believed to be the essential cause of these extreme movements. It is proposed that the horizontal stresses alter the normal vertical stresses in a prebuckling mode and produce a differential vertical rebound. The behavior of gilgai and their associated shear fractures support this theory.

Get full access to this article

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

References

1.
Aitchison, G. D. (1953). “The mechanics of gilgai formation.” Australian Conf. in Soil Sci., Adelaide, Australia, 2, 1–3.
2.
Bartelli, L. J., and McCormack, D. E. (1976). “Morphology and pedologic classification of swelling soils.” Transp. Res. Record 568, Transportation Research Board, Washington, D.C., 1–8.
3.
Gustavson, T. C. (1975). “Microrelief (gilgai) structures on expansive clays of the Texas coastal plain—Their recognition and significance in engineering construction.” Bur. Econ. Geology—Geological Circular No. 75‐7, University of Texas, Austin, Tex.
4.
Jones, D. E. (1973). “Expansive soils and housing development.” Workshop on Expansive Clays and Shale in Highway Design and Construction, University of Wyoming, Laramie, Wyo., 1, 16–43.
5.
Knight, M. J. (1971). “Structural analysis of selected duplex soils,” PhD thesis, University of Melbourne, at Melbourne, Australia.
6.
Lytton, R. L., Bogess, R. L., and Spotts, J. W. (1976). “Characteristics of expansive clay roughness of pavements.” Transp. Res. Record 568, Transportation Research Board, Washington, D.C., 9–23.
7.
Mahar, L. J., and O'Neill, M. W. (1983). “Geotechnical characterization of desiccated clay.” J. Geotech. Engrg., ASCE, 109(1), 56–71.
8.
Mayne, P. W., and Kulhawy, F. H. (1982). “K‐OCR relationships in soil.” J. Geotech. Engrg. Div., ASCE, 108(6), 851–872.
9.
Nelson, L. A., Kunze, G. W., and Godfrey, C. L. (1959). “Chemical and miner‐alogical properties of San Saba clay, a grumsol.” Soil Sci., 89, 122–131.
10.
Obermeir, S. F. (1973). “Evaluation of laboratory techniques for measurement of swell potential of clays.” Workshop on Expansive Clays and Shale in Highway Design and Construction, University of Wyoming, Laramie, Wyo., 1, 214–247.
11.
O'Neill, M. W., and Poormoayed, N. (1980). “Methodology for foundations on expansive clays.” J. Geotech. Engrg., ASCE, 106(12), 1345–1367.
12.
Richards, B. G. (1986). “The role of lateral stresses on soil water relations in swelling clays.” Aust. J. Soil Res., 24, 457–476.
13.
Terzaghi, K. (1961). Discussion of “Horizontal stresses in an overconsolidated Eocene clay,” by A. W. Skempton. Proc., 5th Int. Conf. Soil Mech., Paris, France, 1, 357–359.
14.
Vijayvergiya, V. N., and Sullivan, R. A. (1973). “Simple technique for identifying heave potential.” Workshop on Expansive Clays and Shale in Highway Design and Construction, University of Wyoming, Laramie, Wyo., 1, 275–294.
15.
White, E. M., and Bonestell, R. G. (1960). “Some gilgaied soils in South Dakota.” Proc., Soil Service Society of America, 24, 305–309.

Information & Authors

Information

Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 120Issue 8August 1994
Pages: 1437 - 1444

History

Received: Aug 11, 1992
Published online: Aug 1, 1994
Published in print: Aug 1994

Permissions

Request permissions for this article.

Authors

Affiliations

Britt Maxwell, Member, ASCE
Prin., Maxwell Engrg., 344C N. Mart Plaza, Jackson, MS 39286

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