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A Study of Piles during Earthquakes: Issues of Design and Analysis

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Abstract

The seismic response of pile foundations is a very complex process involving inertial interaction between structure and pile foundation, kinematic interaction between piles and soils, seismically induced pore-water pressures (PWP) and the non-linear response of soils to strong earthquake motions. In contrast, very simple pseudo-static methods are used in engineering practice to determine response parameters for design. These methods neglect several of the factors cited above that can strongly affect pile response. Also soil–pile interaction is modelled using either linear or non-linear springs in a Winkler computational model for pile response. The reliability of this constitutive model has been questioned. In the case of pile groups, the Winkler model for analysis of a single pile is adjusted in various ways by empirical factors to yield a computational model for group response. Can the results of such a simplified analysis be adequate for design in all situations?

The lecture will present a critical evaluation of general engineering practice for estimating the response of pile foundations in liquefiable and non-liquefiable soils during earthquakes. The evaluation is part of a major research study on the seismic design of pile foundations sponsored by a Japanese construction company with interests in performance based design and the seismic response of piles in reclaimed land. The evaluation of practice is based on results from field tests, centrifuge tests on model piles and comprehensive non-linear dynamic analyses of pile foundations consisting of both single piles and pile groups.

Studies of particular aspects of pile–soil interaction were made. Piles in layered liquefiable soils were analysed in detail as case histories show that these conditions increase the seismic demand on pile foundations. These studies demonstrate the importance of kinematic interaction, usually neglected in simple pseudo-static methods. Recent developments in designing piles to resist lateral spreading of the ground after liquefaction are presented. A comprehensive study of the evaluation of pile cap stiffness coefficients was undertaken and a reliable method of selecting the single value stiffnesses demanded by mainstream commercial structural software was developed. Some other important findings from the study are: the relative effects of inertial and kinematic interactions between foundation and soil on acceleration and displacement spectra of the super-structure; a method for estimating whether inertial interaction is likely to be important or not in a given situation and so when a structure may be treated as a fixed based structure for estimating inertial loads; the occurrence of large kinematic moments when a liquefied layer or naturally occurring soft layer is sandwiched between two hard layers; and the role of rotational stiffness in controlling pile head displacements, especially in liquefiable soils. The lecture concludes with some recommendations for practice that recognize that design, especially preliminary design, will always be based on simplified procedures.

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References

  • InstitutionalAuthorNameAASHTO (1983) Guide Specifications for Seismic Design of Highway Bridges American Association of State Highway and Transportation Officials Washington, DC, USA

    Google Scholar 

  • Abghari, A. and Chai, J. (1995) Modeling of soil–pile superstructure interaction for bridge foundations, Performance of Deep Foundations under Seismic Loading. ASCE Geotechnical Special Publication No. 51, pp. 45–59.

  • API (1993) Recommended Practice for Planning, Designing, and Constructing Fixed Offshore Platforms, American Petroleum Institute.

  • InstitutionalAuthorNameATC-3 (1978) Tentative Provisions for the Development of Seismic Regulations for Buildings (ATC-3-06) The Applied Technology Council Redwood, California

    Google Scholar 

  • InstitutionalAuthorNameATC (1996) Improved Seismic Design Criteria for California Bridges: Provisional Recommendations, ATC 32 Applied Technology Council Redwood City, California

    Google Scholar 

  • J.P. Bardet T. Tobita N. Mace J. Hu (2002) ArticleTitleRegional modeling of liquefaction induced ground deformation Earthquake Spectra 18 IssueID1 19–46

    Google Scholar 

  • Y.O. Barton (1982) Laterally loaded model piles in sand: Centrifuge tests and finite element analyses University of Cambridge UK

    Google Scholar 

  • Brandenburg S.J., Singh, P., Boulanger, R.W, Kutter. B.L. (2001) Behavior of piles in laterally spreading ground during earthquakes. CDROM Proc. 6th CALTRANS Seismic Research Workshop, Sacramento, CA.

  • Brandenburg, S.J., Boulanger, R.W., Chang, D. and Kutter, B.L. (2005) Mechanisms of load transfer between pile groups and laterally spreading non-liquefied crust layers, Proceedings, International Symposium on Earthquake Engineering Commemorating 10th Anniversary of the 1995 Kobe Earthquake (ISEE Kobe 2005), Abstract Volume, p 59.

  • D.A. Brown H.T. Bollman (1996) ArticleTitleLateral behavior of a pile group in sand Journal of Geotechnical Engineering, ASCE 114 IssueID11 1261–1276

    Google Scholar 

  • Byrne, P.M. (1991) A cyclic shear-volume coupling and pore pressure model for sand. In: Proc. 2nd Int. Conf. on Recent Advances in Geotechnical Earthquake Eng. and Soil Dynamics, St. Louis, Report 1.24, Vol. 1, pp. 47–56.

  • Y.L. Chang (1937) ArticleTitleDiscussion of lateral pile loading tests Transactions of ASCE 102 272–278

    Google Scholar 

  • Dobry, R. and Abdoun, T. (2001) Recent studies of centrifuge modeling of liquefaction and its effect on deep foundations. In: S. Prakash (ed.), 4th Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, pp. 26–31, San Diego CA.

  • Dobry, R., Taboada, V. and Liu, L. (1995) Centrifuge modeling of liquefaction effects during earthquakes. In: K. Ishihara (ed.), Proc. 1st Int. Conf. on Earthquake Engineering, Vol. 3, pp. 1291–1324, Tokyo, Japan.

  • ECN (2003) prEN 1998–5:2003, Eurocode 8: Design of Structures for Earthquake Resistance, Part 5: Foundations, Retaining Structures and Geotechnical Aspects, European Commission for Standardisation.

  • Feagin, L.W. (1937) Lateral pile loading tests. Transactions of ACSE 102.

  • Finn, W.D. Liam (1999) Lessons from recent earthquakes on foundation performance, design and analysis, In: Proc., Inaugural Anabuki Chair Symposium, Faculty of Engineering, Kagawa University, FEKU TN009.

  • W.D. Finn Liam K.W. Lee G.R. Martin (1977) ArticleTitleAn effective stress model for liquefaction Journal of the Geotechnical Engineering Division 103 517–533

    Google Scholar 

  • Finn, W.D. Liam and Gohl, W.H. (1987) Centrifuge model studies of piles under simulated earthquake loading. In: Proceedings of Symposium on Dynamic Response of Pile Foundations: Experiment, Observation and Analysis, ASCE Special Technical Publication.

  • Finn, W.D. Liam and Yogendrakumar, M. (1988) Tara-3FL: computer program for the analysis of large strain flow deformations, Report, Soil Mechanics Group, Department of Civil Engineering, University of British Columbia, Vancouver, BC, Canada

  • Finn, W.D. Liam, Thavaraj, T., Wilson, D.W., Boulanger, R.W. and Kutter, B. (1999) Seismic analysis of piles and pile groups in liquefiable sand. In Proceedings, 7th International Symposium on Numerical Models in Geomechanics, NUMOG VI, Graz, pp. 287–292, Austria, September.

  • Finn, W.D. Liam and Thavaraj, T. (2001) Deep foundations in liquefiable soils: case histories, centrifuge tests and methods of analysis. In CD-ROM Proceedings, 4th Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, CA, March 26–31.

  • W.G.K. Fleming A.J. Weltman M.F. Randolph (1992) Piling Engineering EditionNumber2 Blackie and Son Glasgow, UK

    Google Scholar 

  • G. Gazetas R. Dobry (1984) ArticleTitleHorizontal response of piles in layered soils Journal of Geotechnology Engineering, ASCE 110 IssueID1 20–40 Occurrence Handle10.1061/(ASCE)0733-9410(1984)110:1(20)

    Article  Google Scholar 

  • G. Gazetas K. Fan A. Kaynia (1993) ArticleTitleDynamic response of pile groups with different configurations Soil Dynamics and Earthquake Engineering 12 239–257

    Google Scholar 

  • S.M. Gazioglu M.W O’Neill (1984) An evaluation of p-y relationships in cohesive soils J.R. Meyer (Eds) Proceedings of the ASCE Symposium on Analysis and Design of Pile Foundations ASCE National Convention San Francisco, California

    Google Scholar 

  • W.B. Gohl (1991) Response of pile foundations to simulated earthquake loading: experimental and analytical results Department of Civil Engineering, University of British Columbia, Vancouver Canada

    Google Scholar 

  • Hamada, M., Yasuda, S., Isoyama, R. and Emoto, K. (1986) Study on Liquefaction Induced Permanent Ground Displacements. Association for Development of Earthquake.

  • L. Liu R. Dobry (1995) ArticleTitleEffect of liquefaction on lateral response of piles by centrifuge tests National Centre for Earthquake Engineering Research (NCEER) Bulletin 9 IssueID1 7–11

    Google Scholar 

  • JRA (1996) Specifications for Highway Bridges, Part V, Seismic Design. Japan Road Association.

  • InstitutionalAuthorNameJWWA (1997) Seismic Design and Construction Guidelines for Water Supply Facilities Japan Water Works Association Tokyo

    Google Scholar 

  • R.A. Imbsen J. Penzien (1986) Evaluation of Energy Absorption Characteristics of Highway Bridges under Seismic Conditions Earthquake Engineering Research Center, University of California Berkeley, CA

    Google Scholar 

  • T. Kagawa L. Kraft (1980) ArticleTitleSeismic p-y response of flexible piles Journal of Geotechnical Engineering, ASCE 106 899–919

    Google Scholar 

  • Kimura, M., Kosa, K. and Morita, Y. (1994) Full-scale failure tests on laterally loaded group piles. In: Proc., 3rd Int. Conf. on Deep Foundation Practice incorporating PILETALK International ‘94, Singapore, pp. 147–154.

  • Lam, I and Martin, G.R. (1986) Seismic design of highway bridge foundations, Vol. II, Design procedures and guidelines. Report No. FHWA/RD-86/102, Federal Highway Administration, Virginia.

  • l. Liu R. Dobry (1995) ArticleTitleEffect of liquefaction on lateral response of piles by centrifuge tests National Centre for Earthquake Engineering Research. (NCEER) Bulletin 9 IssueID1 7–11

    Google Scholar 

  • Martin, G.R. (2004) The seismic design of bridges – geotechnical and foundation design issues. In: Proc., ASCE Specialty Conference on Geotechnical Engineering for Transportation Projects, Vol. 1 pp. 137–166, Los Angeles, July, ASCE Geotechnical Special Publication, No. 126.

  • G.R. Martin W.D. Liam Finn H.B. Seed (1975) ArticleTitleFundamentals of liquefaction under cyclic loading Journal of Geotechnical Engineering Division, ASCE 101 IssueIDGT5 423–438

    Google Scholar 

  • Masing, G. (1926) Eigenspannungen und verfestigung beim messing. In: Proc., 2nd Int. Congress of Applied Mechanics , Zurich, Switzerland.

  • Matsui, T. and Oda, K. (1996) Foundation damage of structures. Special Issue of Soils and Foundations, pp. 189–200, Japanese Geotechnical Society, January.

  • Matlock, H. (1970) Correlations for design of laterally loaded piles in soft clay. Proc., 2nd Annual Offshore Technology Conf, Houston, Tex. pp. 577–594.

  • Matlock, H., Foo, S.H.C. and Bryant, L.M. (1978) Simulation of lateral pile behavior under earthquake loading. In Proc., Earthquake Engineering and Soil Dynamics, ASCE Specialty Conference, pp. 601–619, Pasadena, California.

  • MCEER/ATC (2003) Recommended LFRD Guidelines for the Seismic Design of Highway Bridges University of Buffalo Buffalo, NY

    Google Scholar 

  • J.M. Murchison M.W. O’Neill (1984) An evaluation of p–y relationships in cohesionless soils J.M. Meyer (Eds) Proceedings of the ASCE Symposium on Analysis and Design of Pile Foundations ASCE National Convention San Francisco, California 174–191

    Google Scholar 

  • O’Neill M.W. and Murchison, J.M. (1983) An Evaluation of p–y relationships in Sands. A report to the American Petroleum Institute, PRAC 82-41-1.

  • Pinto, P., McVay, M. and Lai, P. (1997) Centrifuge testing of plumb and battered pile groups in sand. In Proc., Transportation Research Board, 17th Annual Meeting, pp. 1–17, Washington, Disrict of Columbia, Paper No. 551.

  • PMB Engineering (1988) Par Pile Analysis Program PMB Engineering San Francisco, California

    Google Scholar 

  • H.G. Poulos (1971) ArticleTitleBehaviour of laterally loaded piles: I-single piles and II- pile groups Journal of Soil Mechanics and Foundation Divsion, ASCE 97 IssueIDSM5 711–731

    Google Scholar 

  • Ramos, R., Abdoun, T. and Dobry, R. (1999) Centrifuge modeling effects of super-structure stiffness on pile bending moments due to lateral spreading. In Proc., ASCE Symposium on Analysis and Design of Lifeline Facilities and Countermeasures Against Liquefaction, pp. 599–608.

  • M.F. Randolph (1981) ArticleTitleThe response of piles to lateral loading Geotechnique 31 IssueID2 247–259

    Google Scholar 

  • Reese, L.C., Cox, W.R. and Koop, F.D. (1974) Analysis of laterally loaded piles in sand. Proc., 6th Annual Offshore Technology Conf, Houston, Tex., Paper No. 80.

  • Rollins M. Kyle Peterson T. Kris Weaver J. Thomas (1998) ArticleTitleLateral load behavior of full scale pile group in clay Journal of Geotechnology and Geoenvironmental Engineering, ASCE 124 IssueID6 468–478

    Google Scholar 

  • D. Shapiro C. Rojahn L.D. Reavely J.R. Smith U. Morelli (2000) ArticleTitleNEHRP Guidelines and Commentary for Seismic Rehabilitation of Buildings Earthquake Spectra 16 IssueID1 227–240

    Google Scholar 

  • P.B. Schnabel J. Lysmer H.B. Seed (1972) SHAKE: A Computer Program for Earthquake Response Analysis of Horizontally Layered Sites Earthquake Engineering Research Center, University of California Berkeley, CA

    Google Scholar 

  • H.B. Seed I.M. Idriss (1970) Soil Moduli and Damping Factors for Dynamic Response Analysis Earthquake Engineering Research Center Berkeley, CA

    Google Scholar 

  • K. Terzaghi (1955) ArticleTitleEvaluation of coefficient of subgrade reaction Geotechnique 5 IssueID4 297–326 Occurrence Handle10.1680/geot.1955.5.4.297

    Article  Google Scholar 

  • T. Thavaraj (2001) Seismic analysis of pile foundations for bridges University of British Columbia Vancouver, Canada

    Google Scholar 

  • Veletsos, A.S., Prasad, A.M. and Tang, Y. (1988) Design approaches for soil–structure interaction. In Proc. 9th World Conference on Earthquake Engineering, Tokyo.

  • A.S. Veletsos Y.T. Wei (1971) ArticleTitleLateral and rocking vibration of footings Journal of Soil Mechanics and Foundation Division, ASCE 97 IssueIDSM9 1227–1248

    Google Scholar 

  • Ventura, C.E., Felber A.J. and Prion H.G.L. (1994a) Dynamic Evaluation of a Medium Span Bridge by Modal Testing. In Proceedings of the 4th International Conference on Short and Medium Span Bridges, pp. 545–556, Halifax, Nova Scotia, August 8–11.

  • Ventura C.E., Felber A.J. and Stiemer S.F. (1994b) Dynamic Characteristics of Bridges by Experimental Investigations of Ambient Vibrations – Queensborough Bridge. In Proceedings, 5th US National Conference on Earthquake Engineering, Vol. II, pp. 733–742, Chicago, Illinois, July.

  • Wallace, J.W., Moehle, J.P. and Martinez-Cruzado, J. (1990) Implications for the design of shear wall buildings using data from recent earthquakes. In Proc. 4th U.S. National Conference on Earthquake Engineering, Palm Springs, CA.

  • Weaver, T.J., Ashford, S.A. and Rollins, K.M. (2001) Development of p–y curves for a 0.6 m diameter CISS pile in liquefied sand, CDROM Proc. 6th CALTRANS Seismic Research Workshop, Sacramento, CA.

  • D.W. Wilson (1998) Soil-pile superstructure interaction in liquefying sand and soft clay Department of Civil and Environmental Engineering, University of California Berkeley. CA

    Google Scholar 

  • Wilson, D.W., Boulanger, R.W., Kutter, B.L. and Abghari, A. (1995) Dynamic centrifuge tests of pile supported structures in liquefiable sand. In Proc National Seismic Conf. on Bridges and Highways. Sponsored by Federal Highways Admin. and CALTRANS, San Diego, CA.

  • D.W. Wilson R.W. Boulanger B.L. Kutter (2000) ArticleTitleObserved lateral resistance of liquefying sand Journal of Geotechnology and Geoenvironmental Engineering, ASCE 126 IssueID10 898–906

    Google Scholar 

  • G. Wu W.D. Finn Liam (1997a) ArticleTitleDynamic elastic analysis of pile foundations using the finite element method in the frequency domain Canadian Geotechnical Journal 34 IssueID1 34–43

    Google Scholar 

  • G. Wu Finn W.D. Liam (1997b) ArticleTitleDynamic nonlinear analysis of pile foundations using the finite element method in the time domain Canadian Geotechnical Journal 34 IssueID1 44–52

    Google Scholar 

  • N Yoshida H. Yoshida (1986) TARA-3: A computer program to compute the response of 2-D embankments and soil-structure interaction systems to seismic loading Department of Civil Engineering, University of British Columbia, Vancouver BC Canada

    Google Scholar 

  • Youd, T.L., Hansen, C.M. and Bartlett, S.F. (1999) Revised MLR equations for predicting lateral spread displacement. In Proc., 7th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities andCountermeasures against Liquefaction, Technical Report MCEER-99–0019, MCEER, University of Buffalo, Buffalo, NY.

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  1. Kagawa University, 2217-20, University of British Columbia, Hayashi-cho, Takamatsu, Vancouver, 761-0396, Japan, Canada

    W. D. Liam Finn

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Liam Finn, W.D. A Study of Piles during Earthquakes: Issues of Design and Analysis. Bull Earthquake Eng 3, 141–234 (2005). https://doi.org/10.1007/s10518-005-1241-3

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