TECHNICAL PAPERS
Mar 1, 1989

Lateral Pile Interaction Factors in Submerged Sand

Publication: Journal of Geotechnical Engineering
Volume 115, Issue 3

Abstract

Groups of laterally loaded piles can be analyzed for displacement and distribution of loads among the piles heads by means of a stiffness matrix equation that incorporates individual pile stiffnesses and the influences of piles on their neighbors using pile‐head interaction factors. To date, only analytically derived interaction factors were available for laterally loaded pile groups; however, in the study reported herein lateral interaction factors for groups of free‐ or pinned‐headed piles were determined from full‐scale experiments in submerged sand. The measured factors tended, on the average, to validate factors that had been derived analytically by others. However, interaction between any two piles was found to be strongly dependent on the relative position of the piles to an extent that reciprocity could not be inferred. The interaction factors also increased with increasing magnitude of load and decreased with increasing numbers of cycles of load.

Get full access to this article

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

References

1.
Brown, D. A., Reese, L. C., and O'Neill, M. W. (1987). “Cyclic lateral loading of large‐scale pile group.” J. Geotech. Engr., ASCE, 113(11), 1326–1343.
2.
Cox, W. R., Dixon, D. A., and Murphy, B. S. (1984). “Lateral‐load tests on 25.4‐mm (1‐in.) diameter piles in very soft clay in side‐by‐side and in‐line groups.” Laterally loaded deep foundations: analysis and performance, ASTM STP 835, J. A. Langer, E. T. Mosely, and C. D. Thompson, eds., Amer. Soc. for Testing and Materials, Philadelphia, Pa., 122–139.
3.
Davisson, M. T. (1970). “Lateral load capacity of piles.” Highway Research Record No. 333, Highway Research Board, Washington, D.C., 104–112.
4.
Dunnavant, T. W., and O'Neill, M. W. (1986). “Methodology for analysis of laterally loaded pile groups.” Proc., Third Int. Conf. on Numerical Methods in Offshore Piling, IFDP/LCPC, Nantes, France, 303–316.
5.
Focht, J. A., Jr., and Koch, K. J. (1973). “Rational analysis of the lateral performance of offshore pile groups.” Proc., Fifth Offshore Technology Conf., Houston, Tex., Vol. 2, 701–708.
6.
Holloway, D. M., et al. (1982). “Lateral load test of a pile group in sand.” Proc., Second Int. Conf. on Numerical Methods in Offshore Piling, Institution of Civil Engineers/The University of Texas, Austin, Tex., 441–456.
7.
Morrison, C., and Reese, L. C. (1986). “A lateral‐load test of a full‐scale pile group in sand.” Geotechnical Engineering Report GR86‐1, Geotechnical Engineering Center, Bureau of Engineering Research, The University of Texas at Austin, Austin, Tex.
8.
Ochoa, M., and O'Neill, M. W. (1986). “Lateral pile‐group interaction factors for free‐headed pile groups in sand from full‐scale experiments.” Report No. UHCE 86‐12, Department of Civil Engineering, University of Houston, Houston, Tex.
9.
Peck, R. B., Hanson, W. E., and Thornburn, T. H. (1974). Foundation engineering. 2nd Ed., John Wiley and Sons, New York, N.Y., 310.
10.
Poulos, H. G. (1971a). “Behavior of laterally loaded piles: I—Single piles.” J. Soil Mech. Found. Div., ASCE, 97(5), 711–731.
11.
Poulos, H. G. (1971b). “Behavior of laterally loaded piles: II—Pile groups.” J. Soil Mech. Found. Div., ASCE, 97(5), 733–751.
12.
Prakash, S. (1962). “Behavior of pile groups subjected to lateral load,” thesis presented to the University of Illinois, at Urbana, Ill., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
13.
Randolph, M. F. (1981). “The response of piles to lateral loading.” Geotechnique, 31(2), 247–259.
14.
Randolph, M. F., and Poulos, H. G. (1982). “Estimating the flexibility of offshore pile groups.” Proc., Second Int. Conf. on Numerical Methods in Offshore Piling, Institution of Civil Engineers/The University of Texas, Austin, Tex., 313–328.
15.
Reese, L. C. (1977). “Laterally loaded piles: program documentation.” J. Geotech. Engrg. Div., ASCE, 113(4), 287–305.
16.
Schmertmann, J. H. (1975). “Measurements of in situ shear strength.” Proc., Specialty Conf. on In Situ Measurement of Soil Properties, Vol. 2, ASCE, New York, N.Y., 79–99.

Information & Authors

Information

Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 115Issue 3March 1989
Pages: 359 - 378

History

Published online: Mar 1, 1989
Published in print: Mar 1989

Permissions

Request permissions for this article.

Authors

Affiliations

Mauricio Ochoa
Res. Asst., Dept. of Civ. Engrg., Univ. of Houston, Houston, TX 77004
Michael W. O'Neill, Fellow, ASCE
Prof., Dept. of Civ. Engrg., Univ. of Houston, Houston, TX 77004

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