Simplified Approach to Estimate Lateral Load on Drilled Shafts Resulting from a Heavily Loaded Adjacent Shallow Foundation Using Horizontal Stress Isobars
Publication: International Journal of Geomechanics
Volume 16, Issue 1
Abstract
Growing urbanization is leading to more structures being constructed close to each other, resulting in substantial interaction between their foundations. Although the interaction between two shallow foundations and between piles in a pile group has been studied by several researchers, the effects of interaction between shallow and deep foundations are not very well understood or studied. Not much published literature is available for practicing engineers to analyze and design shallow and deep foundations that are constructed adjacent to each other. The second author of this paper was recently involved in a project in which a structure designed to be supported on drilled shafts was supposed to be constructed adjacent to another structure designed to be supported on a large mat foundation with high floor load. Although the authors have performed a detailed parametric study using finite-element techniques to better understand stress distributions and develop a simplified method to analyze this type of problem, this paper is only focused on estimating lateral stresses on the shafts and their lateral load analysis. A stress bulb for lateral stresses under a uniformly loaded square foundation is proposed, which is a significant tool for practicing engineers to understand lateral stress distribution below a uniformly loaded square area and estimate lateral stresses on nearby deep foundations.
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Acknowledgments
The authors would like to thank ANSYS for providing them access to the ANSYS Academic Research Mechanical Release 14.5 license. Thanks are also due to Dr. Om Agrawal and Dr. Vijay K. Puri, professors at Southern Illinois University Carbondale, and Dr. Shamsher Prakash, Professor Emeritus at Missouri S&T, for providing valuable help during analysis.
References
Ahlvin, R., and Ulery, H. (1962). “Tabulated values for determining the complete pattern of stresses, strains and deflections beneath a uniform circular load on a homogeneous half space.” Highway Res. Board Bull., 342, 1–42.
Al-Ashou, M., Sulaiman R., and Mandal, J. (1994). “Effect of number of reinforcing layers on the interference between footings on reinforced sand.” Indian Geotech. J., 24(3), 285–301.
ANSYS 14.5 [Computer Software]. Canonsburg, PA, ANSYS.
Ashour, M., and Helal, A. (2014). “Contribution of vertical skin friction to the lateral resistance of large diameter shafts.” J. Bridge Eng., 289–302.
Ashour, M., and Norris, G. (2000). “Modeling lateral soil-pile response based on soil-pile interaction.” J. Geotech. Geoenviron. Eng., 420–428.
Ashour, M., Norris, G., and Pilling, P. (1998). “Lateral loading of pile in a layered soil using the strain wedge model.” J. Geotech. Geoenviron. Eng., 303–315.
Ashour, M., Pilling, P., and Norris, G. (2004). “Lateral behavior of pile groups in layered soils.” J. Geotech. Geoenviron. Eng., 580–592.
Basu, D., and Salgado, R. (2008). “Analysis of laterally loaded piles with rectangular cross sections embedded in layered soil.” Int. J. Numer. Anal. Methods Geomech., 32(7), 721–744.
Basu, P., Prezzi, M., and Salgado, R. (2014). “Modeling of installation and quantification of shaft resistance of drilled-displacement piles in sand.” Int. J. Geomech., 214–229.
Boussinesq, J. (1885). Application des potentiels à ľétude de ľéguilibre et du mouvement des solides élastiques, Gauthier-Villars, Paris.
Bowles, J. E. (1996). Foundation analysis and design, 5th Ed., McGraw-Hill, New York.
Das, B. M. (2008). Advanced soil mechanics, 3rd Ed., Taylor and Francis.
Das, B. M., and Larbi-Cherif, S. (1983). “Bearing capacity of two closely spaced shallow foundations on sand.” Soils Found., 23(1), 1–7.
Davisson, M. T. (1970). “Lateral load capacity of piles.” Highway Res. Rec., 333, 104–112.
Duncan, J., Evans L., and Ooi, P. (1994). “Lateral load analysis of single piles and drilled shafts.” J. Geotech. Engrg., 1018–1033.
Gazavi, M., and Lavasan, A. (2008). “Interference effect of shallow foundations constructed on sand reinforced with geosynthetics.” Geotext. Geomembr., 26(5), 404–415.
Graham, J., Raymond, G., and Suppiah, A. (1984). “Bearing capacity of three closely-spaced footings on sand.” Géotechnique, 34(2), 173–181.
Harrop-Williams, K., and Grivas, D. (1985). “Interference between geotechnical structures.” J. Geotech. Engrg., 412–418.
Hussein, M., Tobita, T., Lai, S., and Rollins, K. (2010). “Soil-pile separation effect on the performance of pile group under static and dynamic lateral loads.” Can. Geotech. J., 47(11), 1234–1246.
Jha, P. (2015). “Parametric study of influence of heavily loaded mat foundation on adjacent drilled shafts.” Ph.D. thesis, Southern Illinois Univ., Carbondale, IL.
Jha, P., Kumar, S., Puri, V., Kolay, P., and Prakash, S. (2012). “Influence of heavily loaded mat foundation on adjacent drilled shafts constructed in clayey soils.” Indian Geotechnical Conf., Indian Geotechnical Society, Delhi, India, 584–587.
Khing, K., Das, B., Puri, V., Cook, E., and Yen, S. (1992). “Bearing capacity of two closely spaced strip foundation on geogrid-reinforced sand.” Proc. Int. Symp. on Earth Reinforcement Practice 1, IS Kyushu, Fukuoka, Japan, 619–624.
Kim, Y., and Jeong, S. (2013). “Analysis of soil resistance on laterally loaded piles based on 3D soil-pile interaction.” Comput. Geotech., 38(2), 248–257.
Kumar, A., and Saran, S. (2003). “Closely spaced footings on geogrid-reinforced sand.” J. Geotech. Geoenviron. Eng., 660–664.
Lee, H. (2011). Finite element simulations with ANSYS workbench 12, SDC Publications, Mission, KS.
LPILE Plus 5.0 [Computer Software]. Austin, TX, Ensoft.
PLAXIS 2D 2012 [Computer Software]. Delfts, Netherlands, Plaxis bv.
Prakash, S., and Kumar, S. (1996). “Nonlinear lateral pile deflection prediction in sands.” J. Geotech. Engrg., 130–138.
Reese, L., Cox, W., and Coop, F. (1974). “Analysis of laterally loaded piles in sand.” Proc. 6th Annual Offshore Technology Conf., Houston, 473–483.
Reese, L., Wang, S., Isenhower, W., Arrellaga, J., and Hendrix, J. (2004). Computer program LPILE plus version 5.0 user’s guide: A program for the analysis of piles and drilled shafts under lateral loads, Ensoft, Austin, TX.
Rollins, K., Lane, J., and Gerber, T. (2005). “Measured and computed lateral response of pile group in sand.” J. Geotech. Geoenviron. Eng., 103–114.
Rollins, K., Peterson, K., and Weaver, T. (1998). “Lateral load behavior of full-scale pile group in clay.” J. Geotech. Geoenviron. Eng., 468–478.
Stuart, J. G. (1962). “Interference between foundations, with special reference to surface footings in sand.” Geotechnique, 12(1), 15–22.
Timoshenko, S., and Goodier, J. N. (1951). Theory of elasticity, 3rd Ed., McGraw-Hill Book Company, New York.
Trochanis, A., Bielak, J., and Christiano, P. (1991). “Three dimensional non-linear study of piles.” J. Geotech. Engrg., 429–447.
Zhang, L., Zhao, M., and Zou, X. (2013). “Behavior of laterally loaded piles in multilayered soils.” Int. J. Geomech., 06014017.
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© 2015 American Society of Civil Engineers.
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Received: Jun 9, 2014
Accepted: Mar 17, 2015
Published online: Jun 17, 2015
Discussion open until: Nov 17, 2015
Published in print: Feb 1, 2016
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