Behavior of Rigid Piled-Raft Foundation Subjected to Compressive Loading Considering Time Effect: An Experimental and Analytical Study
Publication: International Journal of Geomechanics
Volume 23, Issue 12
Abstract
Field load tests are carried out on a single pile and piled-raft foundation (PRF) consisting of a 2 × 2 pile group with consideration of the time effect. The piles along with the raft in the PRF have been instrumented with load cells and strain gauges. Gradual compressive loading has been applied to the PRF with an increment of 10% up to the estimated safe load capacity. Settlement corresponding to the safe load is monitored for 4 months. The settlement of the PRF, axial load carried by piles, shaft friction along the pile length, moments in the raft, and load sharing ratio between piles and raft for each increment of loading are observed with respect to time. A nonlinear analysis is suggested to scrutinize the behavior of vertically loaded rigid PRFs in layered soil medium (present approach). Considering the theory of the interaction factor, an approximate procedure is implemented to analyze the nonlinearity of pile groups with a rigid raft. Additionally, the nonlinear response of piles using hyperbolic functions is presented (alternative hyperbolic function approach). A simplified method for the calculation of the flexibility matrix considering the time effect is also suggested (present time-based approach). The analyses are validated with the field results and available literature. Parametric studies have been performed to calculate the immediate and time-dependent settlements of the PRF by varying the length to diameter ratio of the pile, spacing to diameter ratio of the pile, and pile group configuration using the present approach and present time-based approach. Immediate settlements corresponding to the safe load by the present approach and alternative hyperbolic function approach are approximately 8.18% and 6.48% less than the measured settlement.
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Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
Acknowledgments
The authors express their gratitude for the financial support provided by Board of Research in Nuclear Sciences (BRNS) (Grant No. 2018-BRNS/10195).
References
Basile, F. 2015. “Non-linear analysis of vertically loaded piled rafts.” Comput. Geotech. 63: 73–82. https://doi.org/10.1016/j.compgeo.2014.08.011.
Bowles, J. E. 1988. Foundation analysis and design. Berkshire, UK: McGraw-Hill Book Company Limited.
Brown, P. T., and T. J. Wiesner. 1975. “The behaviour of uniformly loaded piled strip footings.” Soils Found. 15 (4): 13–21. https://doi.org/10.3208/sandf1972.15.4_13.
Burland, J. B. 1995. “Piles as settlement reducers” invited lecture.” XIX Convegno Italiano di Geotecnica 2: 21–34.
Chow, Y. K., K. Y. Yong, and W. Y. Shen. 2001. “Analysis of piled raft foundations using a variational approach.” Int. J. Geomech. 1 (2): 129–147. https://doi.org/10.1061/(ASCE)1532-3641(2001)1:2(129).
Comodromos, E. M., M. C. Papadopoulou, and L. Laloui. 2016. “Contribution to the design methodologies of piled raft foundations under combined loadings.” Can. Geotech. J. 53 (4): 559–577. https://doi.org/10.1139/cgj-2015-0251.
Hain, S. J., and I. K. Lee. 1978. “The analysis of flexible raft-pile systems.” Géotechnique 28 (1): 65–83. https://doi.org/10.1680/geot.1978.28.1.65.
Horikoshi, K., T. Matsumoto, Y. Hashizume, and T. Watanabe. 2003. “Performance of piled raft foundations subjected to dynamic loading.” Int. J. Phys. Modell. Geotech. 3 (2): 51–62. https://doi.org/10.1680/ijpmg.2003.030205.
Horikoshi, K., and M. F. Randolph. 1996. “Centrifuge modelling of piled raft foundations on clay.” Géotechnique 46 (4): 741–752. https://doi.org/10.1680/geot.1996.46.4.741.
Huang, M., Y. Jiu, J. Jiang, and B. Li. 2017. “Nonlinear analysis of flexible piled raft foundations subjected to vertical loads in layered soils.” Soils Found. 57 (4): 632–644. https://doi.org/10.1016/j.sandf.2017.04.004.
Huang, M., F. Liang, and J. Jiang. 2011. “A simplified nonlinear analysis method for piled raft foundation in layered soils under vertical loading.” Comput. Geotech. 38 (7): 875–882. https://doi.org/10.1016/j.compgeo.2011.06.002.
IS (Indian Standard). 1979. Indian standard code of practice for design and construction of pile foundations. Part 1 concrete piles. Section 2 Bored cast in-situ piles. IS 2911 (Part 1 Sec 2). New Delhi, India: IS.
IS (Indian Standard). 1981. Method for standard penetration test for soils. IS 2131. New Delhi, India: IS.
Katzenbach, R., U. Arslan, C. Moormann, and O. J. D. G. Reul. 1998. “Piled raft foundation: Interaction between piles and raft.” Darmstadt Geotech. 4 (2): 279–296.
Kitiyodom, P., and T. Matsumoto. 2003. “A simplified analysis method for piled raft foundations in non-homogeneous soils.” Int. J. Numer. Anal. Methods Geomech. 27 (2): 85–109. https://doi.org/10.1002/nag.264.
Kitiyodom, P., T. Matsumoto, and R. Sonoda. 2011. “Approximate numerical analysis of a large piled raft foundation.” Soils Found. 51 (1): 1–10. https://doi.org/10.3208/sandf.51.1.
Lee, S., and J.-S. Moon. 2017. “Effect of interactions between piled raft components and soil on behavior of piled raft foundation.” KSCE J. Civ. Eng. 21 (1): 243–252. https://doi.org/10.1007/s12205-016-0880-z.
Liang, F.-Y., and L.-Z. Chen. 2004. “A modified variational approach for the analysis of piled raft foundation.” Mech. Res. Commun. 31 (5): 593–604. https://doi.org/10.1016/j.mechrescom.2004.03.003.
Mattsson, N., A. Menoret, C. Simon, and M. Ray. 2013. “Case study of a full-scale load test of a piled raft with an interposed layer for a nuclear storage facility.” Géotechnique 63 (11): 965–976. https://doi.org/10.1680/geot.12.P.166.
Mylonakis, G., and G. Gazetas. 1998. “Settlement and additional internal forces of grouped piles in layered soil.” Géotechnique 48 (1): 55–72. https://doi.org/10.1680/geot.1998.48.1.55.
Naik, S. P., and N. R. Patra. 2018. “Generation of liquefaction potential map for Kanpur city and Allahabad city of northern India: An attempt for liquefaction hazard assessment.” Geotech. Geol. Eng. 36: 293–305. https://doi.org/10.1007/s10706-017-0327-4.
Park, D., and J. Lee. 2015. “Interaction effects on load-carrying behavior of piled rafts embedded in clay from centrifuge tests.” Can. Geotech. J. 52 (10): 1550–1561. https://doi.org/10.1139/cgj-2014-0336.
Perdue, G. W., and H. M. Coyle. 1970. In-situ measurements of friction and bearing correlated with instrumented pile tests no. study no 2-5-67-125. College Station, TX: Texas Transportation Institute, Texas A&M Univ.
Poulos, H. G. 1994. “An approximate numerical analysis of pile–raft interaction.” Int. J. Numer. Anal. Methods Geomech. 18 (2): 73–92. https://doi.org/10.1002/nag.1610180202.
Poulos, H. G. 2001. “Piled raft foundations: Design and applications.” Géotechnique 51 (2): 95–113. https://doi.org/10.1680/geot.2001.51.2.95.
Poulos, H. G., and E. H. Davis. 1980. Pile foundation analysis and design. Vol. 397. New York: Wiley.
Randolph, M. F. 1994. “Design methods for pile groups and piled rafts.” In Vol. 5 of Proc., 13th Int. Conf., on Soil Mechanics and Foundation Engineering, 61–82. New Delhi: Taylor & Francis.
Randolph, M. F., and C. P. Wroth. 1979. “An analysis of the vertical deformation of pile groups.” Géotechnique 29 (4): 423–439. https://doi.org/10.1680/geot.1979.29.4.423.
Reul, O., and M. F. Randolph. 2004. “Design strategies for piled rafts subjected to nonuniform vertical loading.” J. Geotech. Geoenviron. Eng. 130 (1): 1–13. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:1(1).
Rodriguez Rincón, E., R. P. D. Cunha, and B. Caicedo Hormaza. 2020. “Analysis of settlements in piled raft systems founded in soft soil under consolidation process.” Can. Geotech. J. 57 (4): 537–548. https://doi.org/10.1139/cgj-2018-0702.
Sales, M. M., R. D. Cunha, H. G. Poulos, and J. C. Small. 2005. “Simplified approach for load-settlement curve estimation of piled rafts.” Soil Rocks 28: 1.
Sharafkhah, M., and I. Shooshpasha. 2018. “Physical modeling of behaviors of cast-in-place concrete piled raft compared to free-standing pile group in sand.” J. Rock Mech. Geotech. Eng. 10 (4): 703–716. https://doi.org/10.1016/j.jrmge.2017.12.007.
Small, J. C., and H. L. S. Liu. 2008. “Time-settlement behaviour of piled raft foundations using infinite elements.” Comput. Geotech. 35 (2): 187–195. https://doi.org/10.1016/j.compgeo.2007.04.004.
Sommer, H., P. Wittmann, and P. Ripper. 1985. “Piled raft foundation of a tall building in Frankfurt clay.” In Vol. 4 of Proc. 11th Int. Conf., Soil Mechanics and Foundation Engineering, 2253–2257. Rotterdam, The Netherlands: A. A. Balkema.
Ta, L. D., and J. C. Small. 1996. “Analysis of piled raft systems in layered soil.” Int. J. Numer. Anal. Methods Geomech. 20 (1): 57–72. https://doi.org/10.1002/(SICI)1096-9853(199601)20:1%3C57::AID-NAG807%3E3.0.CO;2-0.
Tarenia, K., and N. R. Patra. 2020. “Behaviour of disconnected and connected piled-raft foundations subjected to vertical and lateral loads simultaneously.” In Proc., Geo-Congress 2020: Foundations, Soil Improvement, and Erosion, 33–44. Reston, VA; ASCE.
Tarenia, K., and N. R. Patra. 2022. “Long-term effect of vertical and lateral loads on piled raft foundations: A case study.” Proc. Inst. Civ. Eng. Geotech. Eng. 1–13. https://doi.org/10.1680/jgeen.22.00030.
Tarenia, K., N. R. Patra, S. Rajesh, and A. Mondal. 2022. “Long term response of piled- raft foundations subjected to incremental compressive loads.” Arabian J. Sci. Eng.
Wang, W., and H. Ishikawa. 2001. “A method for linear elasto-static analysis of multi-layered axisymmetrical bodies using Hankel's transform.” Comput. Mech. 27 (6): 474–483. https://doi.org/10.1007/s004660100258.
Xu, M., P. Ni, G. Mei, and Y. Zhao. 2018. “Time effects on settlement of rigid pile composite foundation: Simplified models.” Int. J. Comput. Methods 15 (07): 1850066. https://doi.org/10.1142/S0219876218500664.
Zai, J. M. 2004. Theory and application of composite pile foundation, 138–169. Beijing: Water Conservancy and Hydropower Press.
Zaretsky, Y. K., and N. A. Tsytovich. 1965. “Consideration of heterogeneity and non-linear deformation of the base in the design of rigid foundations.” In Proc., 6th Int. Conf., Soil Mechanics and Foundation Engineering, 222–225. Toronto: University of Toronto Press.
Zhao, Z., S. Ye, Y. Zhu, H. Tao, and C. Chen. 2022. “Scale model test study on negative skin friction of piles considering the collapsibility of loess.” Acta Geotech. 17 (2): 601–611. https://doi.org/10.1007/s11440-021-01254-1.
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© 2023 American Society of Civil Engineers.
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Received: Dec 16, 2022
Accepted: Jun 27, 2023
Published online: Oct 11, 2023
Published in print: Dec 1, 2023
Discussion open until: Mar 11, 2024
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