TECHNICAL NOTES
May 1, 1986

Stochastic Stress Models with Horizontal Forces

Publication: Journal of Engineering Mechanics
Volume 112, Issue 5

Abstract

Previous work on stochastic models of stress distributions in granular half-spaces is extended to include the presence of horizontal as well as vertical surface forces. The resulting model is that of a standard stochastic process with a preferential drift in the direction of the horizontal surface force. The linear elastic stress distributions can be fitted into the general framework of this model. The theory is incomplete in the sense that certain quantities are indeterminate, particularly in the three-dimensional case. However, with the help of certain assumptions, stress distributions can be derived that possess the following realistic physical features: they fall off more sharply than the elastic distributions in a horizontal direction; and the diagonal components do not become tensile, in contrast to the elastic case. Finally, it is indicated how the theory may be generalized to the multilayer case.

Get full access to this article

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

References

1.
Golden, J. M., “Stochastic Models of Granular Materials,” Journal of the Engineering Mechanics Division, ASCE, Vol. 110, No. EM11, Paper 19256, Nov., 1984, pp. 1610–1626.(Several misprints occur in this paper: χ instead of x and ζ instead of z, where these are used as differentiation variables.)
2.
Harr, M. E., Mechanics of Particulate Media, McGraw‐Hill International Book Company, New York, N.Y., 1977.
3.
Hill, J. M., and Harr, M. E., “Elastic and Particulate Media,” Journal of the Engineering Mechanics Division, ASCE, Vol. 108, No. EM4, Paper 17255, Aug., 1982, pp. 596–604.
4.
Muller, R. A., “Statistical Theory of Stress Distribution in a Granular Soil Foundation Bed,” Bases, Foundations and Soil Mechanics, Vol. 4, No. 4, 1962, pp. 4–6(in Russian).
5.
Poulos, H. G., and Davis, E. H., Elastic Solutions for Soil and Rock Mechanics, John Wiley & Sons, New York, N.Y., 1974.
6.
Smoltczyk, H. U., “Stress Computation in Soil Media,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 93, No. SM2, Paper 5142, Mar., 1967, pp. 101–124.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 112Issue 5May 1986
Pages: 517 - 522

History

Published online: May 1, 1986
Published in print: May 1986

Permissions

Request permissions for this article.

Authors

Affiliations

J. M. Golden
Sr. Research Officer, Roads Div., National Inst. for Physical Planning and Construction Research, St. Martin's House, Waterloo Rd., Dublin 4, Ireland

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