Technical Papers
Mar 18, 2020

Relevance of Dynamic Soil-Foundation-Structure Interaction for Pile-Supported Buildings

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 146, Issue 6

Abstract

The paper examines the problem of the soil-structure interaction for buildings founded on piles throughout the comparative analysis between the seismic demand in compliant base and fixed base models. The aim of the work is to introduce a simple approach for evaluating the effects of soil-foundation-structure interaction (SFSI) for buildings founded on piles and, hence, to quantify the relevance of SFSI effects for this kind of structure. Inertial interaction analyses are carried out by idealizing the complete system as a linear SDOF on a deformable base represented by frequency dependent springs and dashpots. An application of the proposed methodology to a case study of a nine-story building resting on two well-studied subsoils, a deep clay layer from Piana del Fucino (Italy) and a pyroclastic deposit from Napoli, is presented and discussed. Reference is made to a complete seismic risk analysis in which the input signals are grouped into strips according to the conditional spectrum method. As a further objective, the effect of wall infills on the seismic demand in the reference buildings is investigated. The results show that for the pyroclastic deposit the seismic demand in the compliant model is comparable with that in the fixed base. By contrast, SFSI leads to a relevant reduction of the seismic demand for buildings on the clay layer. It is concluded that, contrary to the common belief, SFSI may also be relevant for tall buildings if they rest on soft soils.

Get full access to this article

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

Acknowledgments

This research has been developed under the auspices of research projects ReLUIS 2017, granted by Italian Emergency Management Agency, ‘and Ricerca Competitiva’ 2017–2019, granted by University of Napoli Parthenope. Prof. Paolo Franchin of Sapienza University of Rome and Prof. Iunio Iervolino, University of Napoli ‘Federico II’, are also gratefully acknowledged for their valuable support to this study.

References

Baker, J. W. 2015. “Efficient analytical fragility function fitting using dynamic structural analysis.” Earthquake Spectra 31 (1): 579–599. https://doi.org/10.1193/021113EQS025M.
Bilotta, E., L. de Sanctis, R. Di Laora, A. d’Onofrio, and F. Silvestri. 2015. “Importance of seismic site response and soil-structure interaction in the dynamic behavior of a tall building founded on piles.” Géotechnique 65 (5): 391–400. https://doi.org/10.1680/geot.SIP.15.P.016.
Blaney, G. W., E. Kausel, and J. M. Roesset. 1976. “Dynamic stiffness of piles.” In Proc. 2nd Int. Conf. Numerical Methods in Geomechanics, 1001–1012. Reston, VA: ASCE.
Burghignoli, A., L. Cavalera, V. Chieppa, M. Jamiolkowski, C. Mancuso, S. Marchetti, and E. Vittori. 1991. “Geotechnical characterization of Fucino clay.” In Vol. 1 of Proc., X ECSMFE, 27–40, Rotterdam, Netherlands: A.A. Balkema.
Callisto, L., S. Rampello, and G. M. B. Viggiani. 2013. “Soil-structure interaction for the seismic design of the Messina Strait Bridge.” Soil Dyn. Earthquake Eng. 52 (Sep): 103–115. https://doi.org/10.1016/j.soildyn.2013.05.005.
CEN (European Committee for Standardization). 2003. Eurocode 8: Design of Structures for Earthquake Resistance. 5: Foundations, Retaining Structures and Geotechnical Aspects. EN1998-5. Brussels, Belgium: CEN.
Curras, C. J., R. W. Boulanger, B. L. Kutter, and D. W. Wilson. 2001. “Dynamic experiments and analyses of a pile-group-supported structure.” J. Geotech. Geoenviron. Eng. 127 (7): 585–596. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:7(585).
de Sanctis, L., and A. Mandolini. 2006. “Bearing capacity of piled rafts on soft clay soils.” J. Geotech. Geoenviron. Eng. 132 (12): 1600–1610. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:12(1600).
Di Laora, R., Y. Grossi, L. de Sanctis, and G. M. B. Viggiani. 2017. “An analytical solution for the rotational component of the Foundation Input Motion induced by a pile group.” Soil Dyn. Earthquake Eng. 97 (Jun): 424–438. https://doi.org/10.1016/j.soildyn.2017.03.027.
Ensoft. 2017. A program for the analysis of piles and drilled shafts under dynamic loads. Austin, TX: Ensoft.
FEMA. 2015. NEHRP Recommended Seismic Provisions for New Buildings and Other Structures. FEMA-1050. Washington, DC: Building Seismic Safety Council of the National Institute of Building Sciences.
Gazetas, G. 1984. “Seismic response of end-bearing single piles.” Int. J. Soil Dyn. Earthquake Eng. 3 (2): 82–93. https://doi.org/10.1016/0261-7277(84)90003-2.
Gerolymos, N., K. Kassas, E. Bouzoni, and R. B. J. Brinkgreve. 2014. “Dynamic analysis of piles subjected to axial and lateral loading with emphasis on soil and interface nonlinearities.” In Vol. 2 of Proc. 8th European Conf. Numerical Methods in Geotechnical Engineering, 1117–1122. Leiden, Netherlands: CRC Press.
Iovino, M., R. Di Laora, E. Rovithis, and L. de Sanctis. 2019. “The beneficial role of piles on the seismic loading of structures.” Earthquake Spectra 35 (3): 1141–1162. https://doi.org/10.1193/061318EQS146M.
Jalayer, F., and C. A. Cornell. 2009. “Alternative non-linear demand estimation methods for probability-based seismic assessments.” Earthquake Eng. Struct. Dyn. 38 (8): 951–972. https://doi.org/10.1002/eqe.876.
Karapetrou, S. T., S. D. Fotopoulou, and K. D. Pitilakis. 2015. “Seismic vulnerability assessment of high-rise non-ductile RC buildings considering soil–structure interaction effects.” Soil Dyn. Earthquake Eng. 73 (Jun): 42–57. https://doi.org/10.1016/j.soildyn.2015.02.016.
Kausel, E., J. M. Roesset, and J. T. Christian. 1976. “Nonlinear behaviour in soil-structure interaction.” J. Geotech. Eng. Div. 102 (11): 1159–1170.
Kausel, E., R. V. Whitman, J. P. Morray, and F. Elsabee. 1978. “The spring method for embedded foundations.” Nucl. Eng. Des. 48 (2–3): 377–392. https://doi.org/10.1016/0029-5493(78)90085-7.
Konder, R. L., and J. S. Zelasko. 1963. “Hyperbolic stress-strain formulation of sands.” In Vol. 1 of Proc. 2nd Pan American Conf. on Soil Mechanics and Foundation Engineering, 289–324. Sao Paulo, Brazil: Associação Brasileira de Mecânica dos Solos.
Kottke, A. R., and E. M. Rathje. 2008. “Strata, release v0.6.2.” Accessed October 27, 2018. https://www.geoengineer.org/software/101-Strata.
Li, Z., P. Kotronis, S. Escoffier, and C. Tamagnini. 2016. “A hypoplastic macroelement for single vertical piles in sand subjected to three-dimensional loading conditions.” Acta Geotech. 11 (2): 373–390. https://doi.org/10.1007/s11440-015-0415-7.
Lo Presti, D. C. 1989. “Proprietà dinamiche dei terreni.” [In Italian.] In Vol. 2 of Atti XIV ciclo delle Conferenze di Geotecnica di Torino, 1–62. Torino, Italy: Politecnico di Torino.
Makris, N., G. Gazetas, and E. Delis. 1996. “Dynamic soil-pile-foundation-structure interaction: Records and predictions.” Géotechnique 46 (1): 33–50. https://doi.org/10.1680/geot.1996.46.1.33.
Mandolini, A., R. Di Laora, and C. Iodice. 2017. “Simple approach to static and seismic design of piled rafts.” In Vol. 1 of Proc., 3rd Bolivian Int. Conf. on Deep Foundations, 107–124. Madison, WI: Omnipress.
Maravas, A., G. Mylonakis, and D. L. Karabalis. 2014. “Simplified discrete systems for dynamic analysis of structures on footings and piles.” Soil Dyn. Earthquake Eng. 61 (Jun): 29–39. https://doi.org/10.1016/j.soildyn.2014.01.016.
Mayne, P., and G. Rix. 1993. “Gmax-qc relationships for clays.” Geotech. Test. J. 16 (1): 54–60. https://doi.org/10.1520/GTJ10267J.
NTC (Norme Tecniche per le Costruzioni). 2008. D.M. 14 Gennaio 2008, Norme Tecniche per le Costruzioni. Roma, Italy: NTC.
Parmelee, R. A. 1967. “Building-foundation interaction effects.” Journal Engineering Mech Div 93 (EM2): 131–162.
Pender, M., L. Wotherspoon, N. M. Sa’Don, and R. Orense. 2012. “Macro element for pile head cyclic lateral loading.” Chap. 5 in Vol. 16 of ‘Special Topics in Earthquake Geotechnical Engineering’, Geotechnical, Geological and Earthquake Engineering, edited by M. A. Sakr and A. Ansal, 129–145. New York: Springer.
Poulos, H. G. 2001. “Piled raft foundations: Design and applications.” Géotechnique 51 (2): 95–113. https://doi.org/10.1680/geot.51.2.95.40292.
Ricci, P., et al. 2018. “Modeling and seismic response analysis of Italian code-conforming reinforced concrete buildings.” J. Earthquake Eng. 22 (sup2): 105–139. https://doi.org/10.1080/13632469.2018.1527733.
RINTC Workgroup. 2018. “Results of the 2015-2017 implicit seismic risk of code conforming structures in Italy (RINTC project). Napoli, Italy: Rete dei Laboratori Universitari di Ingegneria Sismica.
Saada, A. S., and T. Macky. 1985. “Integrated testing and properties of a Gulf of Mexico clay.” In Proc., Symp. ‘Strength Testing of Marine Sediments: Laboratory and in-situ Measurements’, edited by R. C. Chaney and K. R. Demars, 363–380. Philadelphia: ASTM.
Veletsos, A. S., and J. W. Meek. 1974. “Dynamic behaviour of building-foundation systems.” Earthquake Eng. Struct. Dyn. 3 (2): 121–138. https://doi.org/10.1002/eqe.4290030203.
Veletsos, A. S., and V. V. Nair. 1975. “Seismic interaction of structures on hysteretic foundations.” J. Struct. Div. 101 (1): 109–129.
Vinale, F. 1988. “Caratterizzazione del sottosuolo di un’area campione di Napoli ai fini di una microzonazione sismica.” Rivista Italiana di Geotecnica 22 (2): 77–100.
Vucetic, M., and R. Dobry. 1991. “Effect of soil plasticity on cyclic response.” J. Geotech. Eng. 117 (1): 89–107. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:1(89).
Wehling, T. M., R. W. Boulanger, R. Arulnathan, L. F. Harder, Jr., and M. W. Driller. 2003. “Nonlinear dynamic properties of a fibrous organic soil.” J. Geotech. Geoenviron. Eng. 129 (10): 929–939. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:10(929).
Zania, V. 2014. “Natural vibration frequency and damping of slender structures founded on monopiles.” Soil Dyn. Earthquake Eng. 59: 8–20.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 146Issue 6June 2020

History

Received: May 15, 2019
Accepted: Nov 1, 2019
Published online: Mar 18, 2020
Published in print: Jun 1, 2020
Discussion open until: Aug 18, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Associate Professor, Dept. of Engineering, Univ. of Napoli Parthenope Centro Direzionale, isola c4, Napoli 80143, Italy (corresponding author). ORCID: https://orcid.org/0000-0002-0547-4171. Email: [email protected]
Maria Iovino
Research Associate, Dept. of Engineering, Univ. of Napoli Parthenope Centro Direzionale, isola c4, Napoli 80143, Italy.
Raffaele Di Laora
Assistant Professor, Dept. of Engineering, Univ. of Campania ‘Luigi Vanvitelli’, Via Roma, 29, Aversa, Caserta 81031, Italy.
Stefano Aversa
Full Professor, Dept. of Engineering, Univ. of Napoli Parthenope Centro Direzionale, isola c4, Napoli 80143, Italy.

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