3D Numerical Model for Piled Raft Foundation
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: International Journal of Geomechanics
Volume 17, Issue 2
Abstract
Load sharing of piled raft foundations is known as an economical design for deep foundations. Nevertheless, research in this area has been lagging because of the complexity of the problem and lack of field data. Numerical modeling can be used to provide valuable data with a high level of success. A three-dimensional finite-element model of a piled raft foundation was developed to simulate the case of a piled raft foundation. The model accounts for pile-to-pile, raft-to-pile, pile-to-soil, and raft-to-soil interactions. The model was used to examine the effect of the key parameters governing the performance of this foundation during loading and, accordingly, the load shared by the piles and the raft. After validating the numerical model with available data in the literature, the model was used to develop data for a wide range of parameters and to examine the role of the foundation geometry, including pile spacing in the group, pile length, pile shape, pile diameter, and raft thickness. Furthermore, the influence of the mechanical properties of the surrounding soils on the load-sharing mechanism was also examined, including the angle of shearing resistance and the cohesion of the soil. The results of this study could be used as guidelines for achieving economical design for piled raft foundations and to lead to additional research in this area.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The financial support from the Natural Science and Engineering Research Council of Canada and Concordia University are gratefully acknowledged.
References
Abaqus [Computer software]. SIMULIA, Providence, RI.
Ai, Z. Y., Han, J., and Yan, Y. (2005). “Elastic analysis of single pile-rigid circular raft system in layered soils.” Advances in Deep Foundations, Geotechnical special publication 132, ASCE, Reston, VA, 1–14.
Chow, Y. K., Yong, K. Y., and Shen, W. Y. (2001). “Analysis of piled raft foundations using a variational approach.” Int. J. Geomech., 129–147.
Clancy, P., and Randolph, M. F. (1996). “Simple design tools for piled raft foundations.” Géotechnique, 46(2), 313–328.
Griffiths, D. V., Clancy, P., and Randolph, M. F. (1991). “Piled raft foundation analysis by finite elements.” Proc. 7th Int. Conf. on Computational Methods and Advances in Geomechanics, Vol. 2, Balkema, Rotterdam, Netherlands, 1153–1157.
FLAC2D [Computer software]. Itasca Consulting Group Inc., Minneapolis.
FLAC3D [Computer software]. Itasca Consulting Group Inc., Minneapolis.
Hibbit, H. D., Karlsson, B. L., and Sorrensen, P. (2007). Abaqus theory manual, SIMULIA, Providence, RI.
Jiu, Y., and Huang, M. (2014). “A simplified nonlinear method for pie group analysis considering pile cap flexibility.” New Frontiers in Geotechnical Engineering, Geotechnical special publication 243, ASCE, Reston, VA, 38–46.
Katzenbach, R., Arslan, U., and Moormann, C. (2000). “Piled raft foundation projects in Germany.” Design applications of raft foundations, Thomas Telford, London, 323–391.
Katzenbach, R., and Reul, O. (1997). “Design and performance of piled rafts.” Proc. XIV ICSMFE, Balkema, Rotterdam, Netherlands, 2253–2256.
Kim, K. N., Lee, S. H., Kim, S. K., Chung, C. K., Kim, M. M., and Lee, H. S. (2001). “Optimal pile arrangement for minimizing differential settlements in piled raft foundations.” Comp. Geotech., 28(4), 235–253.
Kitiyodom, P., and Matsumoto, T. (2002). “A simplified analysis method for piled raft and pile group foundations with batter piles.” Int. J. Numer. Anal. Methods Geomech., 26(13), 1349–1369.
Poulos, H. G. (2001). “Methods of analysis of piled raft foundations.” TC 18 Rep., International Society of Soil Mechanics and Geotechnical Engineering, London.
Poulos, H. G. (2002). “Simplified design procedure for piled raft foundation.” Deep Foundations 2002, Geotechnical special publication 116, ASCE, Reston, VA, 441–458.
Poulos, H. G. (2005). “Piled raft and compensated piled raft foundations for soft soil sites.” Advances in Designing and Testing in Deep Foundations Engineering, Geotechnical special publication 129, ASCE, Reston, VA, 214–234.
Poulos, H. G. (2012). “Foundation design for tall building.” Geotechnical Engineering, State of the Art and Practice, Geotechnical special publication 226, ASCE, Reston, VA, 786–809.
Prakoso, W. A., and Kulhawy, F. H. (2001). “Contribution to piled raft foundation design.” J. Geotech. Geoenviron. Eng., 17–24.
Randolph, M. F. (1983). “Design of piled raft foundations.” Proc., Int. Symp on Recent Developments in Laboratory and Field Tests and Analysis of Geotechnical Problems, 525–537.
Raut, J. M., Khadeshwar, S. R., Bajad, S. P., and Kadu, M. S. (2014). “Simplified design method for piled raft foundation.” Advances in Soil Dynamics and Foundation Engineering, Geotechnical special publication 240, ASCE, Reston, VA, 462–471.
Reul, O. (2004). “Numerical study of the bearing behavior of piled rafts.” Int. J. Geomech., 59–68.
Sinha, A. (2013). “3-D modelling of piled raft foundation.” Ph.D. thesis, Concordia Univ., Montreal, Canada.
Small, J. C., and Poulos, H. G. (2007). “Nonlinear analysis of piled raft foundations.” Contemporary Issues in Deep Foundations, Geotechnical special publication 158, ASCE, Reston, VA, 1–9.
Small, J. C., and Zhang, H. H. (2002). “Behavior of piled raft foundations under lateral and vertical loading.” Int. J. Geomech., 29–45.
Information & Authors
Information
Published In
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Feb 19, 2015
Accepted: Feb 16, 2016
Published online: Jun 1, 2016
Discussion open until: Nov 1, 2016
Published in print: Feb 1, 2017
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.