TECHNICAL PAPERS
Mar 1, 1997

Rational Equipment Selection Method Based on Soil Conditions

Publication: Journal of Construction Engineering and Management
Volume 123, Issue 1

Abstract

This paper presents a rational approach for evaluating a tractor dozer's capability to excavate a given soil type. A number of empirical charts exist for equipment selection, and a complex formulation based on soil mechanics theory can be applied to predict dislodgement forces. However, there is no current method to compute dislodgement forces based on soil properties and uses the results as a basis for equipment selection. This paper proposes a simplified model based on Coulomb lateral earth pressure theory to predict dislodgement forces for a dozer blade geometry. The results from the simplified model analyses are verified using the more complex existing theory. Based on the results, a set of practical decision charts are developed that can be used by the practitioner to estimate the tractor dozer's ability to excavate various types of soils. I provide an example of how the charts are used to select equipment given a set of natural soil conditions. The methodology proposed, if verified in field tests, could be used to develop a comprehensive series of charts for various equipment models and soil types.

Get full access to this article

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

References

1.
Caterpillar performance handbook, 26th Ed. (1995). Caterpillar, Inc., Peoria, Ill.
2.
Church, H. (1980). Excavation handbook. McGraw-Hill Book Co., Inc., New York, N.Y.
3.
Das, B. M. (1995). Principles of foundation engineering. PWS/KENT Publishing Co., Boston, Mass.
4.
Day, D. A., and Benjamin, N. B. H. (1991). Construction equipment guide, 2nd Ed., John Wiley & Sons, Inc., New York, N.Y.
5.
Handbook of ripping, 7th Ed. (1983). Caterpillar, Inc., Peoria, Ill.
6.
Hettiaratchi, D. R. P., and Reece, A. R.(1974). “The calculation of passive soil resistance.”Geotechnique, London, England, 24(3), 289–310.
7.
Hettiaratchi, D. R. P., and Reece, A. R.(1975). “Boundary wedges in two-dimensional passive soil failure.”Geotechnique, London, England, 25(2), 197–220.
8.
Reece, A. R.(1984). “A rational approach to the design of earth-moving machines.”J. Terramechanics, 21(1), 69–79.
9.
Zelenin, A. N., Balovnev, V. I., and Kerov, I. P. (1986). Machines for moving the earth, C. B. Malvadkar, translator, Dept. of Agric., Washington, D.C.

Information & Authors

Information

Published In

Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 123Issue 1March 1997
Pages: 85 - 88

History

Published online: Mar 1, 1997
Published in print: Mar 1997

Permissions

Request permissions for this article.

Authors

Affiliations

Ali Touran
Assoc. Prof., Dept. of Civ. and Envir. Engrg., Northeastern Univ., Boston, MA 02115.
Thomas C. Sheahan
Asst. Prof., Dept. of Civ. and Envir. Engrg., Northeastern Univ., Boston, MA.
Emre Ozcan
Grad. Res. Asst., Dept. of Civ. and Envir. Engrg., Northeastern Univ., Boston, MA.

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