연구동향 분석
박사

Dynamic and pseudo-Static snalysis of soil-pile systems under dynamic loading

Lim, Hyunsung 2019년

논문상세정보
인용/피인용
' Dynamic and pseudo-Static snalysis of soil-pile systems under dynamic loading' 의 주제별 논문영향력
논문영향력 선정 방법
논문영향력 요약
주제
  • Pseudo-static analysis
  • Soil resistance
  • 1g 진동대 실험
  • Earthquake-resistance design
  • Shaking table test
  • dynamic p-y curve
  • finite difference method
  • 내진설계
  • 동적 p-y곡선
  • 등가정적해석
  • 유한차분해석
  • 지반반력
동일주제 총논문수 논문피인용 총횟수 주제별 논문영향력의 평균
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' Dynamic and pseudo-Static snalysis of soil-pile systems under dynamic loading' 의 참고문헌

  • Yoo, M. T., Choi, J. I., Han, J. T., and Kim, M. M. (2013), “Dynamic py Curves for dry sand from centrifuge tests,” Journal of Earthquake Engineering, Vol. 17, pp. 1082-1102.
  • Yang, E. K., Choi, J. I., Kown. S. Y., and Kim, M. M. (2011), “Dynamic p-y backbone curves from 1g shaking table,” KSCE Journal of civil engineering. Vol. 15, No.5, pp. 813-821.
  • Yang, E. K. (2008), “Evaluation of dynamic p-y curves for a pile in sand from 1g shaking table tests,” Ph.D. Thesis, Seoul National University, Korea.
  • Wu, G., and Finn, W. (1997b), “Dynamic nonlinear analysis of pile foundations using finite element method in the time domain,” Canadian Geotechnical Journal, Vol. 34, No. 1, pp. 44-52.
  • Wu, G., and Finn, W. (1997a), “Dynamic elastic analysis of pile foundations using finite element method in the frequency domain,” Canadian Geotechnical Journal, Vol. 34, No. 1, pp. 34-43.
  • Wong, P., Kulhawy, F., and Ingraffea, A. (1989), “Numerical modeling of iInterface behavior for drilled shaft foundations under generalized loading,” in Foundation Eng.: Current Principles and Practices, ASCE, Vol. 1, pp. 565-579.
  • Wilson, D. W. (1998), “Soil-pile-structure interaction in liquefying sand and soft clay,” Ph.D. Thesis, University of California at Davis, USA.
  • Trochanis, A. M., Bielak, J., and Christiano, P. (1988), A threedimensional nonlinear study of piles leading to the development of a simplified model, Technical Report of Research Sponsored by the National Science Foundation, Grant ECE-86/1060, Carnegie Mellon University, Washington, D.C.
  • Tokimatsu, K., Suzuki, H., and Sato, M. (2005a), “Effects of Inertial and Kinematic Interaction on Seismic Behavior of Pile with Embedded Foundation,” International Journal of Soil Dynamics and Earthquakes Engineering, Special Issue, Vol. 25, pp. 753–762.
  • Ting, J. M., Kauffman, C. R., and Lovicsek, M. (1987), “Centrifuge static and dynamic lateral pile behavior,” Canadian Geotechnical Journal, Vol.24, pp. 198-207.
  • Thavaraj, T., Finn, W.D.L., and Wu, G. (2010), “Seismic response analysis of pile foundations,” Geotechnical and Geological Engineering, Vol. 28, pp. 275-286.
  • Tajimi H. (1966), Earthquake response of foundation structures report, Faculty of Science and Engineering. Tokyo,Nihon University.
  • Sen, R., Davis, T. G. and Barnerhee, P. K. (1985), “Dynamic analysis of piles and pile groups embedded in homogeneous soils,” International Journal Earthquake Engineering and Structural Dynamics, Vol. 13, pp. 53-65.
  • Scott, R. F. (1980), Analysis of centrifuge pile tests; simulation of pile driving, Report for the American Petroleum Institute OSAPR Project 13. California Institute of Technology, Pasadena, California.
  • Sanchez, S. I. (1982), Static and dynamic stiffnesses of single piles, Research Report GR82-31, Department of Civil Engineering, The University of Texas at Austin, Austin, Texas.
  • Rovithis, E., Kirtas, E., and Pitilakis, K. (2009), “Experimental p-y loops for estimating seismic soil-pile interaction,” Bulletin of Earthquake Engineering, Vol. 7, No. 3, pp. 719-736.
  • Remaud, D. (1999), “Piles under lateral forces: experimental study of piles group,” Ph.D. Thesis, University of Nantes, France.
  • Reese, L., Wang, S., Isenhower, W., Arrellaga, J., and Hendrix, J. (2004). LPILE, Ensoft, Inc.
  • Reese, L. C., Cox, W. R., and Koop, F. D. (1975), “Field testing and analysis of laterally loaded piles in stiff clay”, Proc. Of the 6th Offshore Technology Conference, Houston, Texas, pp. 671-690.
  • Reese, L. C., Cox, W. R., and Koop, F. D. (1974), “Analysis of laterally loaded piles in sand.” Proceedings of the 6th offshore technology conference, Houston, Texas, pp. 473–483.
  • Reese, L. C. (1997), “Analysis of laterally loaded piles in weak rock,” J. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 123, No. 11, pp. 1010–1017.
  • Randolph, M. F. (1981), “The response of flexible piles to lateral loading,” Geotechnique, Vol. 31, No. 2, pp. 247-259.
  • Poulos, H. G. and Davis, H. G. (1980), Pile foundation analysis and design, New York, John Wiley & Sons.
  • Poulos, H. G. (1994), “An approximate analysis of pile–raft interaction,” International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 18, pp. 73-92.
  • Penzien J. (1970), “Soil-pile foundation interaction,” In: Wiegel R. L., editor, Earthquake engineering. Englewood Cliffs, N.J, Prentice-Hall Inc, pp. 349–81.
  • Ovesen, N. K. (1979), “The Scaling Law Relationship,” Proceedings of the 7th European Conference on Soil Mechanics and Foundation Engineering, Brighton, Vol. 4, pp. 319–323.
  • Novak, M., and Sheta, M. (1980), “Approximate approach to contact problems of piles,” In Dynamic Response of Pile Foundations: Analytical Aspects, In Proceedings of the Geotechnical Engineering Division, ASCE National Convention. Florida, Oct. 30, pp. 53-79.
  • Novak, M., and Aboul-Ella, F. (1978), “Impedance functions of piles in layered media,” Journal of the Engineering Mechanics Division, ASCE, Vol. 104, No. EM3, pp. 643-661.
  • Novak, M. (1974), “Dynamic stiffness and damping of piles,” Canadian Geotechnical Journal. Vol. 11, pp. 574–598.
  • Nogami, T., and Novak, M. (1977), “Resistance of soil to a horizontally vibrating pile,” Earthquake Engineering and Structural Dynamics, Vol. 5, pp. 249–261.
  • Nogami, T., and Chen, H. L. (1987), “Prediction of dynamic lateral response of non-linear single pile using a winkler soil model,” In Dynamic Response of Pile Foundations-Experiment, Analysis and Observation, in: Proceedings of the Geotechnical Engineering Division, ASCE Convention, Atlantic City, N.J, Vol. 11, pp. 39-52.
  • Nogami, T., Otani, J., Konagai, K., and Chen, H. (1992), “Nonlinear soilpile interaction model for dynamic lateral motion,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 118, No. 1, pp. 89–106.
  • National Cooperative Highway Research Program (NCHRP) (2001), Static and dynamic lateral loading of pile groups, NCHRP Report 461. Transportation Research Board - National Research Council, pp.13-21.
  • Murchinson, J. M., and O’Neill, M. W. (1984), “Evaluation of p-y relationships in cohesionless soils,” Meyer JR (ed) Analysis and design of pile foundations, ASCE, New York, pp. 174–191.
  • Meymand P. (1998), “Shacking table model test of nonlinear soil-pilesuperstructure interaction in soft clay”, Ph.D. Thesis, University of California, Berkeley.
  • McVay, M., Bloomquist, D., Vandedinde, D., and Clausen, J. (1994), "Centrifuge modeling of laterally loaded pile groups in sands," Geotechnical Testing Journal, Vol. 17, No. 2, pp 129-137.
  • Matlock, H., and Foo, S. H., and Bryant, L.L. (1978), “Simulation of lateral pile behavior,” Proceedings earthquake engineering and soil dynamics, ASCE, New York, pp. 600–619.
  • Matlock, H. (1970). “Correlations for design of laterally loaded piles in soft clay,” Proceedings of the 2nd annual offshore technology conference, Vol 1, Houston, Texas, pp. 577–594.
  • Makris, N., and Gazetas, G. (1992), “Dynamic pile-soil-pile interaction part II: lateral and seismic response,” Earthquake Engineering and Structural Dynamics, Vol. 21, No. 2, pp. 145-162.
  • Lysmer, J., and Kuemyer, R. L. (1969), “Finite dynamic model for infinite media,” Journal of Engineering Mechanics Division, ASCE, Vol. 95, pp. 877-895.
  • Liyanapathirana, D. S., and Poulos, H. G. (2005), “Seismic lateral response of piles in liquefying soil,” Journal of geotechnical and geoenvironmental engineering, Vol. 131, No. 12, pp. 1466-1479.
  • Liang, R., Yang, K., and Nusairat, J. (2009), “p-y criterion for rock mass,” Journal of geotechnical and geoenviornmental engineering. Vol. 135, No. 1, pp. 26-36.
  • Lewis, K. and Gonzalez, L. (1985). “Finite element analysis of laterally loaded drilled piers in clay,” Proceedings of the 12th International Conference on Soil Mechanics and Foundation Engineering, Rio de Janiero, Vol. 2, pp. 1201-1204.
  • Lee, S. H., Choo, Y. W., and Kim, D. S. (2011), “ Performance evaluation of equivalent shear beam (ESB) model container for dynamic geotechnical centrifuge tests,” Proceedings of 2011 Pan-Am CGS geotechnical conference.
  • Kuhlemeyer, R. L. (1979), "Vertical vibration of piles," Journal of Geotechnical Engineering, ASCE, Vol. 105, No. GT2, pp. 273-288.
  • Kondner, R. L. (1963), “Hyperbolic stress-strain response: Cohesive soils,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 87, No. 1, pp 115-144.
  • Klar, A., and Frydman, S. (2002), “Three-dimensional analysis of lateral pile response using two-dimensional explicit numerical scheme,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 128, No. 9, pp. 775-784.
  • Kim, Y. H., Jeong, S. S. and Won, J. O. (2009), “Effect of lateral rigidity of offshore piles using proposed p-y curves in marine clay,” Journal of Marine Georesourses and Geotechnology, Vol. 27, No. 1, pp. 53-77.
  • Kim, N. R (2010), “Development of KOCED geotechnical centrifuge and its shear wave velocity tomography testing system”, Ph.D Thesis, Korea Advanced Institute of Science and Technology, Korea.
  • Kim, B. T., Kim, N. K., and Lee, W. J. (2004), “Experimental loadtransfer curves of laterally loaded piles in Nak-Dong river sand,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 130, No. 4, pp. 416-425.
  • Kavvadas, M., and Gazetas, G. (1993), “Kinematic seismic response of end bearing of free-head piles in layered soil,” Geotechnique, Vol. 43, No. 2, pp. 207-222.
  • Kagawa, T., and Kraft, L. (1981), “Lateral pile response during earthquakes,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 107, No. 12, pp. 1713-1731.
  • Janoyan, K., Stewart, J. P., and Wallace, J. W. (2001), “Analysis of p-y curves from lateral load test of large diameter drilled shaft in stiff clay,” In: Proceedings of the 6th Caltrans workshop on seismic research, Sacramento, CA.
  • Janbu, N. (1963), “Soil compressibility as determined by oedometer and triaxial test,” Proceedings of the European Conference on Soil Mechanics and Foundations Engineering, Wiesbadan, Germany, Vol.1, pp. 19-25.
  • Itasca Consulting Group (2013), FLAC3D (Fast Lagrangian Analysis of Continua in 3Dimensions) User's Guide, Minnesota, USA.
  • Iai, S. (1989), “Similitude for shaking table tests on soil-structure-fluid model in 1g gravitational field,’ Soils and Foundations, Vol. 29, No. 1, pp. 105-118.
  • Hetenyi, M. (1946), Beams on elastic foundation. University of Michigan Press Ann Arbor, MI.
  • Hardin, B. O., and Drnevich, V. P. (1972), “Shear modulus and damping in soils: design equations and curves,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 98, No. SM7, pp. 667-692.
  • Han, J. T., Choi, J. I., Kim, S. H., Yoo, M. T., and Kim, M. M. (2002). “Analysis of dynamic earth pressure on piles in liquefiable soils by 1g shaking table tests,” Journal of Korea geotechnical society. Vol. 18, No. 1, pp. 127-132.
  • Han, J. T. (2006). “Evaluation of Seismic Behavior of Piles in Liquefiable Ground by Shaking Table Tests,” Ph. D. Thesis, Seoul National University, Korea.
  • Hajialilue-Bonab, M., Chazelas, J., and Levacher, D. (2007), “Procedures used for dynamically laterally loaded pile tests in a centrifuge,” Geotechnical Testing Journal, Vol. 30, No. 1, pp. 60-68.
  • Gerolymos, N., Gazetas, G. (2005),” Phenomenological model applied to inelastic response of soil-pile interaction systems,” Soils and Foundations, Vol. 45, No. 4, pp. 119–132.
  • Gerolymos, N., Drosos, V., Escoffier, S., Gazetas, G., and Garnier, J. (2007), “Numerical modeling of centrifuge cyclic lateral pile load experiments,” Proceedings of the 2nd Greece-Japan workshop on seismic design, observation and Retrofit of foundations, Tokyo, Japan, pp. 299–319, 3–4 April.
  • Georgiadis, M., Anagnostopoulos, C., and Saflekou, S. (1992), “Centrifugal testing of laterally loaded piles in sand,” Canadian Geotechnical Journal, Vol. 29, pp. 208–216.
  • Gazetas, G., and Mylonakis, G. (1998), “Seismic soil-structure interaction: new evidence and emerging issues,” In Proceedings: 3rd Conf. Geotechnical Earthquake Engineering and Soil Dynamics, ASCE, Seattle, pp. 1119-1174.
  • Gazetas, G., Fan, K., Tazoh, T., and Shimizu, K. (1993), “Seismic response of the pile foundation of Ohba-Ohashi Bridge,” Proc. 3rd Intl. Conf. on Case Histories in Geotech. Eng., St. Louis, Vol. 3, pp. 1803-1809.
  • Gazetas, G. (1991), Foundation vibrations, Chapter 15 in Foundation Engineering Handbook, H.Y. Fang, Ed., Van Nostrand Reinhold, New York.
  • Finn, W. D. L., and Gohl, W. B. (1987), “Centrifuge model studies of piles under simulated earthquake lateral loading,” Geotechnical Special Publication No.11, ASCE, pp. 21-38.
  • Finn, W. D. L., and Fujita, N. (2002), “Piles in liquefiable soils: seismic analysis and design issues,” Soil Dynamics and Earthquake Engineering, Vol. 22, No. 9, pp. 731-742.
  • Faruque, M. O. and Desai, C. S. (1982), “3-D material and geometric nonlinear analysis of piles,” Proceedings of the Second International Conference on Numerical Methods in Offshore Pilling, University of Texas at Austin, Texas, pp. 553-575.
  • El Naggar, M. H., and Novak, M. (1996), “Nonlinear analysis for dynamic lateral pile response,” Soil Dynamics and Earthquake Engineering, Vol. 15, pp. 233–244.
  • El Naggar, M. H., and Novak, M. (1995), “Nonlinear lateral interaction in pile dynamics,” Soil Dynamics and Earthquake Engineering, Vol. 14, pp. 141–157.
  • El Naggar, M. H., and Bentley, K. J. (2000), “Dynamic Analysis for laterally loaded piles and dynamic p-y curves”, Canadian Geotechnical Journal, Vol.37, pp.1166-1183.
  • Dyson, G. J., and Randolph, M. F. (1998), "Installation effects on lateral load transfer curves in calcareous sands," Proceedings of the international conference centrifuge 98, Vol. 11, pp 545-550.
  • Dunnavant, T. W., and O’Neill, M. W. (1989), “Experimental p-y model for submerged, stiff clay,” Journal of Geotechnical Engineering, ASCE, Vol. 115, No. 1, pp. 95-114.
  • Dou, H., and Byrne, P. M. (1996), “Dynamic response of single piles and soil pile interaction,” Canadian Geotechnical Journal, Vol. 33, No. 1, pp. 80-96.
  • Dobry, R., Vicente, E., O’Rourke, M., and Roesset, J. (1982), “Horizontal stiffness and damping of single piles,” Journal of Geotechnical Engineering, ASCE, Vol. 108, No. 3, pp. 439-458.
  • Dezi, F., Carbonari, S., and Leoni, G. (2010), “Static equivalent method for the kinematic interaction analysis of single piles,” Soil Dynamics and Earthquake Engineering. Vol. 30, pp. 679-690.
  • Desai, C. S., Abel, J. F., and Marcal, P. V. (1973), “Introduction to the Finite-Element Method,” Journal of Applied Mechanics, Vol. 40, pp. 404.
  • Cox, W.R., Reese, L.C., Grubbs, B.R. (1974), “Field testing of laterally loaded piles in sand,” Proceedings of the 6th offshore technology conference, Houston, Texas.
  • Comodromos, E. M., Papadopoulou, M. C., and Rentzepris, I. K. (2009), “Pile foundation analysis and design using experimental data and 3- D numerical analysis,” Computers and Geotechnics, Vol. 36, pp. 819–836.
  • Comodromos, E. (2003), “Response prediction of horizontally loaded pile groups,” Geotechnical Engineering Journal, Vol. 34, No. 2, pp. 123–133.
  • Comit Europ en de Normalisation (2001), 1998-1-Eurocode 8: Design of Structures for Earthquake Resistance, Part 5: Foundations, retaining structures and geotechnical Aspects.
  • Choudhury, D., and Nimbalkar, S. S. (2006), “Pseudo-dynamic approach of seismic active earth pressure behind retaining wall,” Geotechnical and Geological Engineering Journal, Vol. 24, pp. 1103-1113.
  • Choi, J. I., Yoo, M. T., Yang, E. K., and Han, J. T. (2015), “Evaluation of 1-g similitude law in predicting behavior of a pile-soil model,” Marine Georesources and Geotechnology, Vol. 33, pp. 202-211.
  • Chenaf, N., and Chazelas J-L. (2010), “The kinematic and inertial soilpile interactions: Centrifuge modeling,” Proceedings of the 3nr international workshop of young doctors in geomechanics, pp. 65-68.
  • Chen, L. T., and Poulos, H. G. (1997), “Piles subjected to lateral soil movements,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 123, No. 9, pp. 802-811.
  • Cai, Y., Gould, P., and Desai, C. (1995), “Numerical implementation of a 3-D nonlinear seismic S-P-S-I methodology in seismic analysis and design for soil-pile-structure interactions,” Geotechnical Special Publications, 70, ASCE, pp. 96-110.
  • Byrne, P. M., Anderson, D.L., and Janzen, W. (1984), “Response of piles and casings to horizontal free-field soil displacements,” Canadian Geotechnical Journal, Vol. 21, pp. 720-725.
  • Brown, D. A., and Shie, C. F. (1991), “Some numerical experiments with a three-dimensional finite element model of laterally loaded piles,” Computers and Geotechnics, Vol. 12, No. 2, pp. 149-162.
  • Brown, D. A., Morrison, C., and Reese, L. C. (1988), “Lateral load behavior of pile group in sand,” Journal of Geotechnical Engineering, ASCE, Vol. 114, No. 11, pp. 1326-1343.
  • Broms, B. B. (1964), “Lateral resistance of piles in cohesive soils,” Journal of the Soil Mechanics and Foundations Division., ASCE, Vol 90, No. 2, pp. 27-63.
  • Boulanger, R.W., Curras, C.J., Kutter, B.L., Wilson, D.W., and Abghari, A. (1999), “Seismic soil-pile-structure interaction experiments and analyses,” Journal of Geotechnical and Geoenvironmental Engineering, Vol.125, No. 9, pp. 750–759.
  • Bonab, M. H., Chazelas, J. L., and Levacher, D. (2007), “Procedures used for dynamically laterally loaded pile tests in a centrifuge,” Geotechnical Testing Journal, Vol. 30, No. 1, pp 60-68.
  • Blaney, G., Kausel, E., and Roesset, J. (1976), “Dynamic stiffness of piles,” In Proceeding: 2nd International Conference on Numerical Methods in Geomechanics, Blacksburg, Vol. 2, pp. 1001-1012.
  • Bea, R. G., Littom, R., Nour-Omid, S., and Chang, J. Y. (1984), A specialized design and research tool for the modelling of near-field soil interactions, 16th Offshore Technology Conference. Houston, Texas, pp. 249–252.
  • Badoni, D., and Makris, N. (1996), “Nonlinear response of single piles under lateral inertial and seismic loads,” Soil Dynamics and Earthquake Engineering, Vol. 15, pp. 29–43.
  • Ashour, M., and Norris, G. (2000), “Modelling lateral soil-pile response based on soil-pile interaction,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 126, No. 5, pp. 420–428.
  • Ashour, M., Norris, G., and Pilling, P. (1998), “Lateral loading of a pile in layered soil using the strain wedge model,” Journal of Geotechnical and Geoenviornmental Engineering. Vol. 123, No. 4, pp. 303-315.
  • Angelides, D.C., and Roesset, J.M. (1980), Nonlinear dynamic stiffness of piles, Research Report R80-13, Dept. of Civil Engineering, MIT, Cambridge, Massachusetts.
  • American Petroleum Institute (API) (1987), Recommended practice for planning, Designing and constructing fixed offshore platforms, API Recommendation Practice 2A (RP 2A), 17th edition.
  • Abghari A., and chai, J. (1995), “Modeling of soil-pile-superstructure interaction in the design of bridge foundations,” Geotechnical Special Pub. No.51, Performance of Deep Foundations under Seismic Loading, ASCE, John Turner(ed.), pp. 45-59.
  • Abdoun, T., and Dobry, R. (2002), “Evaluation of pile foundation response to lateral spreading,” Soil Dynamics and Earthquake Engineering, Vol. 22, pp.1051–1058.
  • Abdoun, T., Dobry, R., O’Rourke T. D., and Goh, S. H. (2003), “Pile response to lateral spreads: centrifuge modeling”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 129, No. 1, pp. 869-878.