TECHNICAL PAPERS
Jan 1, 1985

Geotechnical Characteristics of Residual Soils

Publication: Journal of Geotechnical Engineering
Volume 111, Issue 1

Abstract

Residual soils are products of chemical weathering and thus their characteristics are dependent upon environmental factors of climate, parent material, topography and drainage, and age. These conditions are optimized in the tropics where well‐drained regions produce reddish lateritic soils rich in iron and aluminum sesquioxides and kaolinitic clays. Conversely, poorly drained areas tend towards montmorillonitic expansive black clays. Andosols develop over volcanic ash and rock regions and are rich in allophane (amorphous silica) and metastable halloysite. The geological origins greatly affect the resulting engineering characteristics. Both lateritic soils and andosols are susceptible to property changes upon drying, and exhibit compaction and strength properties not indicative of their classification limits. Both soils have been used successfully in earth dam construction, but attention must be given to seepage control through the weathered rock. Conversely, black soils are unpopular for embankments. Lateritic soils respond to cement stabilization and, in some cases, lime stabilization. Andosols should also respond to lime treatment and cement treatments if proper mixing can be achieved. Black expansive residual soils respond to lime treatment by demonstrating strength gains and decreased expansiveness. Rainfall induced landslides are typical of residual soil deposits.

Get full access to this article

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

References

1.
Bawa, K. S., “Laterite Soils and Their Engineering Characteristics,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 83, No. V, 1957.
2.
Bishewski, E., “The Effect of Mixing Time on the Strength of Clayey Gravel Stabilized with Lime,” Proceedings, Third African Conference on Soil Mechanics and Foundation Engineering, Salisbury, Zimbabwe, Vol. 1, 1963.
3.
Brand, E. W., “Analysis and Design in Residual Soils,” ASCE, Specialty Conference, Engineering and Construction in Tropical and Residual Soils, Honolulu, Hawaii, 1982.
4.
Buchanan, F., “A Journey From Madras Through the Countries of Mysore, Canada and Malabor,” East India Company, Vol. 3, London, U.K., p. 490.
5.
Clavell, J., Noble House, Delecort, New York, N.Y., 1981.
6.
Deere, D. V., and Patton, F. D., “Slope Stability in Residual Soils,” Fourth Pan American Conference on Soil Mechanics and Foundation Engineering, San Juan, Puerto Rico, Vol. I, 1971.
7.
De Graft‐Johnson, J. W. S., and Bhatia, H. S., “Engineering Properties of Lateritic Soils,” Gen. Report Spec. Sess. Lateritic Soils, Proceedings, Seventh ICSMFE, Mexico, 1969.
8.
Foss, I., “Red Soil From Kenya as a Foundation Material,” Proceedings, Eighth International Conference on Soil Mechanics and Foundation Engineering, Moscow, U.S.S.R. Vol. 2.2, 1973.
9.
Gidigasu, M. D., Lateritic Soil Engineering, Elsivier Scientific Publishing Co., Amsterdam, The Netherlands, 1976.
10.
Grim, R., Clay Mineralogy, 2nd Ed., McGraw‐Hill, New York, N.Y., 1968.
11.
Horn, A., “Swell and Creep Properties of an African Black Clay,” Proceedings, ASCE Geotechnical Engineering Division Specialty Conference Engineering and Construction in Tropical and Residual Soils, Honolulu.
12.
Krinitzsky, E. L., and Townsend, F. C., “Geological Factors Affecting Laterite Gravels,” ASCE Special Publication, “Geological Environment and Soil Properties,” Houston, Tex., 1983.
13.
Lohnes, R. A., and Demirel, T., “Geotechnical Properties of Residual Tropical Soils,” ASCE Special Publication, “Geological Environment and Soil Properties,” Houston, Tex., 1983.
14.
Loughman, F. C., Chemical Weathering of the Silicate Minerals, American Elsevior, New York, N.Y., 1963.
15.
Mitchell, J. K., and Sitar, N., “Engineering Properties of Tropical Residual Soils,” ASCE Geotechnical Engineering Specialty Conference on Engineering and Construction in Tropical and Residual Soils, Honolulu, Hawaii, 1982.
16.
Mohr, E. C. J., van Boren, F. A., and van Schuylenborgh, J., Tropical Soils, 3rd ed., Mouon‐Ichtior‐Van Houve, The Hague, The Netherlands, 1972.
17.
Mori, H., “Site Investigation and Soil Sampling for Tropical Soils,” ASCE Geotechnical Engineering Specialty Conference on Engineering and Construction in Tropical and Residual Soils, Honolulu, Hawaii, 1982.
18.
Morin, W. J., “Compaction of Volcanic Soils in the Humid Tropics,” Sixth Pan‐American Conference on Soil Mechanics and Foundation Engineering, Vol. III, Lenia, 1979, p. 381.
19.
Morin, W. J., and Todor, P. C., “Laterite and Lateritic Soils and Other Problem Soils of the Tropics,” USAID 3682, Lyon Associates, Baltimore, Md., 1975.
20.
Pascucci, V. N., “Landslides in Soils Overlying Franciscan Assemblage,” ASCE Special Publication, “Geological Environment and Soil Properties,” Houston, Tex., 1983.
21.
Prusza, Z., Kleiner, D. E., and Sundaram, A. V., “Characteristics of Guri Soils,” ASCE Special Publication, “Geological Environment and Soil Properties,” Houston, Tex., 1983.
22.
Queiroz, J. B., and Cabrera, J. G., “A Simple Method for the Assessment of Pozzolanic Activity in Red Tropical Soils,” Sixth Pan‐American Conference on Soil Mechanics and Foundation Engineering, Vol. II, Lima, Peru, 1979.
23.
Sherman, G. D., “The Genesis and Morphology of the Alumina‐Rich Laterite Clays,” Problems of Clay and Laterite Genesis, AIME, 1952.
24.
Thompson, M. R., “The Split Tensile Strength of Lime‐Stabilized Materials,” HRB Rec. 92, 1965.
25.
Townsend, F. C., Manke, P. G., and Parcher, J. V., “The Influence of Sesquioxides on Lateritic Soil Properties,” HRB Rec. 374, 1971.
26.
Townsend, F. C., “The Influence of Sesquioxides on Some Physico‐Chemical and Engineering Properties of a Lateritic Soil,” dissertation presented to Oklahoma State University, at Stillwater, Okla., in 1970, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
27.
Vargas, M., “Structurally Unstable Soils in Southern Brasil,” Eighth International Conference on Soil Mechanics and Foundation Engineering, Moscow, U.S.S.R., Vol. 2.2, 1973.
28.
Wesley, L. D., “Tjipanundjan Dam in West Java, Indonesia,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 100, No. GT5, 1974.

Information & Authors

Information

Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 111Issue 1January 1985
Pages: 77 - 94

History

Published online: Jan 1, 1985
Published in print: Jan 1985

Permissions

Request permissions for this article.

Authors

Affiliations

Frank C. Townsend, M. ASCE
Prof., of Civ. Engrg., Univ. of Florida, Gainesville, Fla. 32611

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