Abstract
Earthquake foundation design is a challenging task that requires analytical capabilities and extensive understanding of soil behaviour and soil structure interaction. The classical approach involves the determination of the forces applied to the foundation, the seismic demand, and the verification of the bearing capacity, the seismic capacity. However not all situations can be tackled with analyses. Seismic building codes and in particular their chapters on foundation detailing are fundamental to achieve a safe design.
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References
Ahmed-Zeki, A. S., Pender, M. J., and Fitch, N. R. (1999) “Strain rate effects on the undrained shear strength of Waitemata Residual Clay”, Proc. 8th Australia New Zealand Conference on Geomechanics, Hobart, Vol. 2, pp. 791–796.
Applied Technology Council (1996). “ATC 40: The seismic evaluation and retrofit of concrete buildings”. 2 volumes. Redwood City CA.
Auvinet G, Mendoza M.J. (1986). “Comportamiento de diversos tipos de cimentacion en la zone lascustre de la Ciudad de Mexico durante el sismo del 19 de septiembre de 1985”, Proceedings Symposium: Los Sismos de 1985; Casos de Mecanica de Suelos, Mexico.
Budhu, M and Davies, T G (1987) Nonlinear analysis of laterally loaded piles in cohesionless soils. Canadian Geotechnical Jnl., Vol. 24, pp. 289–296.
Chen W.F. (1975). “Limit analysis and soil plasticity”. Elsevier Science Publishing Company.
Cremer C., Pecker A., Davenne L. (2000). “Elaboration of a SSI macro-element with uplift of shallow foundations”. Implication of Recent Earthquake on Seismic Risk. Elnashai-Antoniou Eds., Imperial College Press, pp 127–138.
Cremer C., Pecker A., Davenne L. (2000). “Cyclic macro-element for soil structure interaction — Material and geometrical non linearities”. Submitted for publication Numerical Methods in Geomechanics.
Davies, T G and Budhu, M (1986) Nonlinear analysis of laterally loaded piles in heavily overconsolidated clay, Geotechnique, Vol. 36 No. 4, pp. 527–538.
De Barros F.C., Luco E. (1990). “Discrete models for vertical vibrations of surface and embedded foundations”. Earthquake Engineering and Structural Dynamics, vol. 19.
Dobry R., Gazetas G. (1988). “Simple methods for dynamic stiffness and damping of floating pile groups”. Geotechnique, vol. 38, No 4.
Dormieux L., Pecker A. (1995). “Seismic bearing capacity of a foundation on a cohesionless soil”. Journal of Geotechnical Engineering, ASCE, Vol 121, pp 300–303.
Eurocode 9-part 5, “Foundations, retaining structures and geotechnical aspects”. Ref.No prEN 1998-5; 1999
Gazetas (1984). “Seismic response of end bearing piles”. Soil Dynamics and Earthquake Engineering, Vol 3, No2, pp 82–93.
Gazetas, G and Dobry, R (1984) Horizontal response of piles in layered soils, Jnl. Geotech. Eng., Proc. ASCE, Vol. 110 No. 1, pp. 20–40.
Gazetas G (1990) “Foundation vibration”. Foundation Engineering Handbook, Chap. 15, 2nd Edition— Hsai-Yan Fang Eds.
Gazetas G., Fan, K., Tazoh T., Shimizu K., Kavvadas M., Makris N., (1992). “Seismic Pile-Group-Structure Interaction”. Piles, under dynamic Loads, ASCE, S. Prakash Ed., pp. 56–93.
Gazetas G., Mylonakis G. (1998). “Seismic soil structure interaction: new evidence and emerging issues”. Geotechnical Earthquake Engineering and Soil Dynamics, ASCE, II, pp 1119–1174.
Halling, MW, Womack, KC, Muhamad, I, and Rollins, KM (2000) Vibrational testing of a full-scale pile group in soft clay. Proc. 12th World Conference on Earthquake Engineering. Auckland. Paper 1745.
Idriss I.M., Seed H.B. (1968) “Seismic response of horizontal soil layers”. Journal of Soil Mechanics and Foundation Division, ASCE, vol. 96, No SM4.
Kavvadas M., Gazetas G., (1993). “Kinematic Seismic Response and Bending of Free-Head Piles in Layered Soil”. Geotechnique, Vol. 43, No 2, pp 207–222.
Kausel E., Roesset J.M. (1974). “Soil Structure Interaction for Nuclear Containment Structures”. Proc. ASCE, Power Division Specialty Conference, Boulder, Colorado.
Lysmer J. (1978). “Analytical procedures in soil dynamics”. Earthquake Engineering and Soil Dynamics Vol. III, Pasadena—Ca, pp. 1267–1316.
Makris N., Gazetas G., (1992). “Dynamic Pile-Soil-Pile Interaction. Part II: Lateral and Seismic Response”. Earthquake Engineering and Structural Dynamics, Vol. 21, pp 145–162.
Masing G. (1926). “Eigensprannung und Verfestigung beim Messing” Proceedings International Congress of Applied Mechanics.
Matlock H., Reese L. C. (1960). “Generalized Solutions for Laterally Loaded Piles”. Journal of Soil Mechanics and Foundation Division, ASCE, Vol 86, SM5, pp. 63–91.
Newmark N. (1965). “Effects of earthquakes on dams and embankments”. Geotechnique, Vol. XV(2), pp 139–160.
Nova R., Montrasio L. (1991). “Settlements of shallow foundations on sand”. Geotechnique, 41, no2, pp. 243–256.
Paolucci R. (1997). “Simplified evaluation of earthquake induced permanent displacement of shallow foundations”. Journal of Earthquake Engineering, Vol 1, no3, pp 563–579.
Paolucci R., Pecker A. (1997). “Seismic bearing capacity of shallow strip foundations on dry soils”. Soils and Foundation, Vol 37, no3, pp 95–105.
Pecker A., Salençon J. (1991). “Seismic bearing capacity of shallow strip foundations on clay soils”. CENAPRED, Proceedings of the International Workshop on Seismology and Earthquake Engineering, Mexico, pp 287–304.
Pecker A. (1995). “Seismic design of shallow foundation”. State of the Art: 10th European Conference on Earthquake Engineering, Duma Ed., Balkema, pp 1001–1010.
Pecker A., Salençon J., Auvinet G., Romo M.P., Verzurra L. (1995) “Seismic bearing capacity of foundations on soft soils”. Final Report to European Commission—Contract CI1—CT92-0069.
Pecker A. (1997). “Analytical formulae for the seismic bearing capacity of shallow strip foundation”. Seismic Behavior of Ground and Geotechnical Structures, Seco e Pinto Ed., Balkema, pp 261–268.
Pecker A. (1998). “Rion Antirion Bridge—Lumped parameter model for seismic soil structure interaction analyses—Principles and validation”. Geodynamique et Structure Report FIN-P-CLC-MG-FOU-X-GDS00060-Prepared for Gefyra Kinopraxia.
Pedretti S. (1998). “Nonlinear seismic soil-foundation interaction: analysis and modelling method”. PhD Thesis Dpt Ing Structurale, Politecnico di Milano.
Pender M. (1993). “Aseismic Pile Foundation design Analysis”. Bulletin of the New Zealand National Society for Earthquake Engineering. Vol. 26, No 1, pp 49–160.
Pender, MJ (1994) “Components of the stiffness of pile raft foundations. Proc. XIII International Conference on Soil Mechanics and Foundation Engineering. New Delhi. Vol. 2, pp. 923–928.
Pender, MJ (1994) “Earthquake response of structures on pile group foundations”. Proc. 1st ROC-NZ Workshop on Earthquake Engineering, Taiwan, May, Huei-Tsyr Chen editor, Taiwanese National Centre for Research on Earthquake Engineering, pp 32–50.
Pender, M.J. (1995). “Earthquake Resistant design of Foundations”. Keynote address Pacific Conference on Earthquake Engineering, PCEE95, Melbourne.
Pender M.J., Pranjoto S., (1996). “Gapping effects during cyclic lateral loading of piles in clay”. Proceedings 11th World Conference on Earthquake Engineering—Acapulco.
Pender M.J. (1999). “Geotechnical Earthquake Engineering design practice in New-Zealand”. Proceedings of the 2nd International Conference on Earthquake Geotechnical Engineering. Sêco e Pinto Ed., Balkema.
PREC 8 (1996). (Prenormative Research in Support of Eurocode 8) “Seismic behavior and design of foundation and retaining structures”. Facioli-Paolucci Eds., Report no2.
Richards R., Elms D.G., Budhu M. (1993). “Seismic bearing capacity and settlements of shallow foundations”. Journal of Geotechnical Engineering, ASCE, Vol 119 no7, pp 662–674.
Romo M. (1995) “Clay behaviour ground response and soil-structure interaction studies in Mexico City”, Proc. 3rd. Conf. on Recent Advances in Geotech. Earthq. Engng. and Soil Dynamics, Vol. 2, pp. 1039–1051.
Salençon J. (1983). “Calcul à la rupture et analyse limite” Presses de lľEcole Nationale des Ponts et Chaussées, Paris.
Salençon J. (1990). “An introduction to the yield design theory and its application to soil mechanics”. European Journal of Mechanics A/Solids, Vol 9(5), pp 477–500.
Salençon J., Pecker A. (1994a). “Ultimate bearing capacity of shallow foundations under inclined and eccentric loads. Part 1: Purely cohesive soil”. European Journal of Mechanics A/Solids, 14, no3, pp. 349–375.
Salençon J., Pecker A. (1994b). “Ultimate bearing capacity of shallow foundations under inclined and eccentric loads. Part II: Purely cohesive soil without tensile strength”. European Journal of Mechanics A/Solids, 14,no3, pp. 377–396.
Sarma S.K., Iossifelis I.S. (1990). “Seismic bearing capacity factors of shallow strip footings”. Geotechnique, Vol. 40, pp 265–273.
Tabesh, A. and Poulos, H G (1999) Kinematic versus static interaction of pile and soil, Proc. 8th Australia New Zealand Conference on Geomechanics, Hobart, Vol. 1, pp. 445–450.
Ukritchon B., Whittle A.J., Sloan S.W. (1998). “Undrained limit analysis for combined loading of strip footings on clay”. Journal of Geotechnical and Geoenvironmental Engineering. March pp 265–275.
Wolf J.P. (1994). “Foundation vibration analysis using simple physical models”. Prentice Hall Inc.
Yasuda, S and Berrill, JB (2000) Observations of the earthquake response of foundations in soil profiles containing saturated sands, GeoEng 2000.
Zeng X., Steedman R.S. (1998). “Bearing capcity failures of shallow foundations in earthquakes”. Geotechnique, 48, no2, pp. 235–256.
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Pecker, A. (2007). Earthquake Foundation Design. In: Pecker, A. (eds) Advanced Earthquake Engineering Analysis. CISM International Centre for Mechanical Sciences, vol 494. Springer, Vienna. https://doi.org/10.1007/978-3-211-74214-3_4
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