Wedge Failure Analysis of Soil Resistance on Laterally Loaded Piles in Clay
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 137, Issue 7
Abstract
A fundamental study of pile-soil systems subjected to lateral loads in clay soil was conducted by using experimental tests and a lateral load-transfer approach. The emphasis was on an improved wedge failure model developed by considering three-dimensional combination forces and a new hyperbolic criterion. A framework for determining the curve on the basis of both theoretical analysis and experimental load test results is proposed. The proposed method is shown to be capable of predicting the behavior of a large-diameter pile under lateral loading. The proposed curves with an improved wedge model are more appropriate and realistic for representing a pile-soil interaction for laterally loaded piles in clay than the existing method.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
This research was supported by Grant No. UNSPECIFIED10CCTI-A052531-03-000000 from the Ministry of Land, Transport, and Maritime of the Korean government for the Core Engineering Technology Development of the Super Long Span Bridge Research and Development Center. And, this work was also supported, in part, by the Yonsei University Research Fund of 2010.
References
Ashford, S., A., and Juirnarongrit, T. (2003). “Evaluation of pile diameter effect on initial modulus of subgrade reaction.” J. Geotech. Geoenviron. Eng., 129(3), 234–242.
Ashour, M., and Norris, G. (2000). “Modelling lateral soil-pile response based on soil-pile interaction.” J. Geotech. Geoenviron. Eng., 126(5), 420–428.
Ashour, M., Norris, G., and Pilling, P. (1998). “Lateral loading of a pile in layered soil using the strain wedge model.” J. Geotech. Geoenviron. Eng., 124(4), 303–315.
Ashour, M., Pilling, P., and Norris, G. (2004). “Lateral behavior of pile group in layered soils.” J. Geotech. Geoenviron. Eng., 130(6), 580–592.
Bjerrum, L., and Simons, N. E. (1960). “Comparison of shear strength characteristics of normally consolidated clays.” Proc., ASCE Research Conference on the Shear Strength of Cohesive Soils, Reston, VA, 711–726.
Bowman, E. R. (1958). “Investigation of the lateral resistance to movement of a plate in cohesionless soil.” M.S. thesis, Univ. of Texas, Austin, TX.
Briaud, J. L. (1997). “SALLOP: Simple approach for lateral loads on piles.” J. Geotech. Geoenviron. Eng., 123(10), 958–964.
Briaud, J. L., Smith, T., and Mayer, B. (1984). “Laterally loaded piles and the pressuremeter: Comparison of existing methods.” Laterally loaded deep foundation: Analysis and performance, STP835, ASTM, West Conshohocken, PA, 97–111.
Brinch Hansen, J. (1961). “The ultimate resistance of rigid piles against transversal forces.” Bulletin No. 12, Danish Geotechnical Institute, Copenhagen, Denmark, 5–9.
Broms, B. (1964). “Lateral resistance of piles in cohesive soils.” J. Soil Mech. and Found. Div., 90(4), 27–63.
Brown, D. A., and Shie, C. F. (1991). “Some numerical experiments with a three-dimensional finite element model of laterally loaded piles.” Comput. Geotech., 12(2), 149–162.
Carter, D. P. (1984). “A non-linear soil model for predicting lateral pile response.” Rep. No. 359, Civil Engineering Dept., Univ. of Auckland, New Zealand.
Fan, C. C., and Long, J. H. (2005). “Assessment of existing methods for predicting soil response of laterally loaded piles in sand.” Comput. Geotech., 32(4), 274–289.
Gowda, P. (1991). “Laterally loaded pile analysis for layered soil based on the strain wedge model.” M.S. thesis, Univ. of Nevada, Reno, NV.
Holloway, G. (1978). “Field test and preliminary design method for laterally loaded drilled shafts in clay.” Rep. No. FHWATX78-211-2, Texas Transportation Institute, College Station, TX.
Jeong, S. S., and Seo, D. H. (2004). “Analysis of tieback walls using proposed curves for coupled soil springs.” Comput. Geotech., 31(6), 443–456.
Jeremic, B., and Yang, Z. (2002). “Numerical analysis of pile behavior under lateral loads in layered elastic-plastic soils.” Int. J. Numer. Anal. Methods Geomech., 26(14), 1407–1427.
Jun, K. S., Kim, N. Y., Shim, J. W., and Park, C. M. (2008). “Behavior test of prestressed pile column.” Research Progress Rep., Korea Expressway and Transportation Research Institute, Hwaseong, Kyongki, Korea.
Kenney, T. C. (1959). “Discussion of geotechnical properties of Glacial Lake clays by Wu, T. H.”, J. Soil Mech. and Found. Div., 85(SM3), 67–79.
Kim, Y. H., Jeong, S. S., and Won, J. O. (2009). “Effect of lateral rigidity of offshore piles using proposed curves in marine clay.” Mar. Georesour. Geotechnol., 27(1), 53–77.
Ladd, C. C., Foote, R., Ishihara, K., Schlosser, F., and Poulos, H. G. (1977). “Stress-deformation and strength characteristics.” Proc., Ninth Int. Conf. on Soil Mechanics and Foundation Engineering, Vol. 2, Springer, New York, 421–494.
Liang, R., Shatnawi, E. S., and Nusairat, J. (2007). “Hyperbolic criterion for cohesive soils.” Jordan J. Civ. Eng., 1(1), 38–58.
Ling, L. F. (1988). “Back analysis of lateral load tests on piles.” Rep. No. 460, Civil Engineering Dept., Univ. of Auckland, New Zealand.
Matlock, H. (1970). “Correlations for design of laterally loaded piles in clay.” Paper No. OTC 1204, Proc., Second Annual Offshore Technology Conf., Vol. 1, ASCE, Reston, VA, 577–594.
Mayne, P. W., and Kulhawy, F. H. (1990). “Direct and indirect determinations of in-situ KO in clays.” Transportation Research Record 1278, Transportation Research Board, Washington, DC, 141–149.
O’Neill, M. W., and Gazioglu, S. M. (1984). “Evaluation of relationships in cohesive soils.” Proc., Analysis and Design of Pile Foundations, ASCE, Reston, VA, 192–213.
PLAXIS 3D Foundation 2.0 [Computer software]. PLAXIS, Delft, Netherlands.
Randolph, M. F. (1981). “The response of flexible piles to lateral loading.” Geotechnique, 31(2), 247–259.
Reese, L. C., Cox, W. R., and Koop, F. D. (1975). “Field testing and analysis of laterally loaded piles in stiff clay.” Paper No. 2312, Proc., Offshore Technology Conf., Offshore Technology Conference, Richardson, TX, 671–690.
Semple, R. M., and Rigden, W. J. (1984). “Shaft capacity of driven pile in clay.” Proc., Offshore Technology Research Center Conf.: Analysis and Design of Pile Foundations, ASCE, Reston, VA, 59–79.
Shatnawi, E. S. (2008). “Development of criterion for anisotropic rock and cohesive intermediate geomaterials.” Ph.D. thesis, Univ. of Akron, Akron, OH.
United States Army Corps of Engineers (USACE). (1990). “Engineering and design—Settlement analysis.” Washington, DC, D1–D12.
United States Navy. (1971). “Soil mechanics, foundations, and earth structures.” NAVFAC Design Manual DM-7, Waghington, DC.
Vesic, A. S. (1961). “Bending of beams resting on isotropic elastic solids.” J. Engrg. Mech. Div., 87(2), 35–53.
Wallace, J. W., Fox, P. J., and Stewart, J. P. (2002). “Cyclic large deflection testing of shaft bridges Part II: Analytical studies.” Rep. No. 59A0183, California Dept. of Transportation, Sacramento, CA.
Welch, R. C., and Reese, L. C. (1972). “Laterally loaded behavior of drilled shafts.” Rep. No. 3-5-65-89, Center for Highway Research, Univ. of Texas, Austin, TX.
Yang, K., and Liang, R. (2005). “Lateral response of large diameter drilled shafts in clay.” Proc., 30th Annual Conf. on Deep Foundations, Deep Foundation Institute, Hawthorne, NJ, 115–126.
Information & Authors
Information
Published In
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Nov 11, 2009
Accepted: Nov 4, 2010
Published online: Nov 8, 2010
Published in print: Jul 1, 2011
Authors
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.