Assessments of Kinematic Bending Moment at Pile Head in Seismic Area

References

• Anoyatis, G., Di Laora, R., Mandolini, A. and Mylonakis, G. [2013] “Kinematic response of single piles for different boundary conditions: analytical solutions and normalization schemes,” Soil Dynamics & Earthquake Engineering 44, 183–195. DOI: 10.1016/j.soildyn.2012.09.011.
   Web of Science ®Google Scholar
• Bardet, J. P., Ichii, K. and Lin, C. H. [2000] EERA: A Computer Program for Equivalent-Linear Earthquake Site Response Analyses of Layered Soil Deposits, University of Southern California, Department of Civil Engineering, Los Angeles, CA.
   Google Scholar
• Blaney, G. W., Kausel, E. and Roesset, J. M. [1976] “Dynamic stiffness of piles,” in Proceedings of the 2nd International Conference On Numerical Methods in Geomechanics ASCE, Vol 2 (Blacksburg, Va), pp. 1001–1012.
   Google Scholar
• 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 125, 750–759. DOI: 10.1061/(ASCE)1090-0241(1999)125:9(750).
   Web of Science ®Google Scholar
• Castelli, F. and Maugeri, M. [2009] “Simplified approach for the seismic response of a pile foundation,” Journal of Geotechnical and Geoenvironmental Engineering 135, 1440–1451. DOI: 10.1061/(ASCE)GT.1943-5606.0000107.
   Web of Science ®Google Scholar
• CEN/TC. [2003] “Eurocode 8: Design of structures for earthquake resistance Part 5: Foundations, retaining structures and geotechnical aspects,” European Committee for Standardization Technical Committee 250, Brussels, Belgium.
   Google Scholar
• Chidichimo, A., Cairo, R., Dente, G., Taylor, C. A. and Mylonakis, G. [2014] “1-g experimental investigation of bi-layer soil response and kinematic pile bending,” Soil Dynamics and Earthquake Engineering 67, 219–232. DOI: 10.1016/j.soildyn.2014.07.008.
   Web of Science ®Google Scholar
• de Sanctis, L. and Di Laora, R. [2017] “Importance of kinematic interaction in the seismic vulnerability assessment of pile-supported buildings,” Italian Geotechnical Journal 4, 47–59.
   Google Scholar
• de Sanctis, L., Maiorano, R. and Aversa, S. [2010] “Method for assessing kinematic bending moments at the pile head,” Earthquake Engineering & Structural Dynamics 39, 1133–1154.
   Web of Science ®Google Scholar
• Dezi, F. and Poulos, H. [2016] “Kinematic bending moments in square pile groups,” International Journal of Geomechanics 17, 04016066. DOI: 10.1061/(ASCE)GM.1943-5622.0000747.
   Web of Science ®Google Scholar
• Di Laora, R., Mandolini, A. and Mylonakis, G. [2012] “Insight on kinematic bending of flexible piles in layered soil,” Soil Dynamics and Earthquake Engineering 43, 309–322. DOI: 10.1016/j.soildyn.2012.06.020.
   Web of Science ®Google Scholar
• Di Laora, R., Mylonakis, G. and Mandolini, A. [2013] “Pile-head kinematic bending in layered soil,” Earthquake Engineering & Structural Dynamics 42, 319–337. DOI: 10.1002/eqe.2201.
   Web of Science ®Google Scholar
• Di Laora, R. and Rovithis, E. [2015] “Kinematic bending of fixed-head piles in nonhomogeneous soil,” Journal of Geotechnical and Geoenvironmental Engineering 141, 04014126. DOI: 10.1061/(ASCE)GT.1943-5606.0001270.
   Web of Science ®Google Scholar
• Dihoru, L., Bhattacharya, S., Taylor, C. A., Muir Wood, D., Moccia, F., Simonelli, A. L. and Mylonakis, G. [2009] “Experimental modeling of kinematic bending moments of piles in layered soils,” Interface 1, h2.
   Google Scholar
• Dobry, R. and O’Rourke, M. J. [1983] “Discussion of “Seismic response of end-bearing piles” by Raul Flores-Berrones and Robert V. Whitman (April, 1982),” Journal of Geotechnical Engineering 109, 778–781. DOI: 10.1061/(ASCE)0733-9410(1983)109:5(778).
   Google Scholar
• Elahi, H., Moradi, M., Poulos, H. G. and Ghalandarzadeh, A. [2010] “Pseudostatic approach for seismic analysis of pile group,” Computers and Geotechnics 37, 25–39. DOI: 10.1016/j.compgeo.2009.07.001.
   Web of Science ®Google Scholar
• Gazetas, G. and Mylonakis, G. [1998] “Seismic soil-structure interaction: new evidence and emerging issues,” in Geotechnical Earthquake Engineering and Soil DynamicsP. Dakoulas, Y. Evlk and R. D. Holtz ed., ASCE, Reston, Virginia, United States, pp. 1119–1174.
   Google Scholar
• Hokmabadi, A. S., Fatahi, B. and Samali, B. [2014] “Assessment of soil–pile–structure interaction influencing seismic response of mid-rise buildings sitting on floating pile foundations,” Computers and Geotechnics 55, 172–186. DOI: 10.1016/j.compgeo.2013.08.011.
   Web of Science ®Google Scholar
• Idriss, I. M. [1990] “Response of soft soil sites during Earthquakes,” Proceedings, Memorial Symposium to honor Professor Harry Bolton Seed, Berkeley, California, Vol. II, May.
   Google Scholar
• Itasca. [1997] Fast Lagrangian Analysis of Continua in 3-Dimensions, Version 3.0, Manual, Itasca Consulting Group, Itasca, MN.
   Google Scholar
• Kaynia, A. M. and Kausel, E. [1982] “Dynamic behaviour of pile groups,” Proceedings 2nd International Conference on Numerical Methods in Offshore Piling, Texas University, Austin, 509–532.
   Google Scholar
• Ke, W. and Zhang, C. [2017] “A closed-form solution for kinematic bending of end-bearing piles,” Soil Dynamics and Earthquake Engineering 103, 15–20. DOI: 10.1016/j.soildyn.2017.09.004.
   Web of Science ®Google Scholar
• Liyanapathirana, D. S. and Poulos, H. G. [2005] “Pseudostatic approach for seismic analysis of piles in liquefying soil,” Journal of Geotechnical and Geoenvironmental Engineering 131, 1480–1487. DOI: 10.1061/(ASCE)1090-0241(2005)131:12(1480).
   Web of Science ®Google Scholar
• Maiorano, R. M. S., de Sanctis, L., Aversa, S. and Mandolini, A. [2009] “Kinematic response analysis of piled foundations under seismic excitation,” Canadian Geotechnical Journal 46, 571–584. DOI: 10.1139/T09-004.
   Web of Science ®Google Scholar
• Mánica, M., Ovando, E. and Botero., E. [2014] “Assessment of damping models in FLAC,” Computers and Geotechnics 59, 12–20. DOI: 10.1016/j.compgeo.2014.02.007.
   Web of Science ®Google Scholar
• Mánica Malcom, M. Á., Ovando-Shelley, E. and Botero Jaramillo, E. [2016] “Numerical study of the seismic behavior of rigid inclusions in soft Mexico City clay,” Journal of Earthquake Engineering 20, 447–475. DOI: 10.1080/13632469.2015.1085462.
   Web of Science ®Google Scholar
• Margason, E. and Holloway, D. M. [1977] “Pile bending during earthquakes,” Proceedings Sixth World Conference on Earthquake Engineering, Sarita Prakashan, Meerut, India, 1690–1696, Vol. II
   Google Scholar
• Martinelli, M., Burghignoli, A. and Callisto, L. [2016] “Dynamic response of a pile embedded into a layered soil,” Soil Dynamics and Earthquake Engineering 87, 16–28. DOI: 10.1016/j.soildyn.2016.03.021.
   Web of Science ®Google Scholar
• Mineiro, A. J. C. [1990] “Simplified procedure for evaluating earthquake loading on piles,” De Mello Volume, Lisbon.
   Google Scholar
• Mucciacciaro, M. and Sica, S. [2018] “Nonlinear soil and pile behaviour on kinematic bending response of flexible piles,” Soil Dynamics and Earthquake Engineering 107, 195–213. DOI: 10.1016/j.soildyn.2017.12.025.
   Web of Science ®Google Scholar
• Mylonakis, G. [2001] “Simplified model for seismic pile bending at soil-layer interfaces,” Soils and Foundations 41, 47–58. DOI: 10.3208/sandf.41.4_47.
   Web of Science ®Google Scholar
• Mylonakis, G. and Nikolaou, S. [2002] “Design methods for earthquake-induced pile bending,” in International Conference and Exposition. (Deep Foundation Institute, Nice, France). DOI: 10.1044/1059-0889(2002/er01)
   Google Scholar
• Nikolaou, S., Mylonakis, G., Gazetas, G. and Tazoh, T. [2001] “Kinematic pile bending during earthquakes: analysis and field measurements,” Geotechnique 51, 425–440. DOI: 10.1680/geot.2001.51.5.425.
   Web of Science ®Google Scholar
• Rovithis, E., Kirtas, E. and Pitilakis, K. [2009] “Experimental py loops for estimating seismic soil-pile interaction,” Bulletin of Earthquake Engineering 7, 719–736. DOI: 10.1007/s10518-009-9116-7.
   Web of Science ®Google Scholar
• Seed, H. B., and Sun, J. I. [1989] “Implications of site effects in the Mexico City Earthquake of Sept. 19, 1985 for earthquake-resistant design criteria in the San Francisco Bay Area of California,” Report No. UCB/EERC-89/03, University of California at Berkeley.
   Google Scholar
• Sica, S., Mylonakis, G. and Simonelli, A. L. [2011] “Transient kinematic pile bending in two-layer soil,” Soil Dynamics and Earthquake Engineering 31, 891–905. DOI: 10.1016/j.soildyn.2011.02.001.
   Web of Science ®Google Scholar
• Zhang, L., Goh, S. H. and Liu, H. [2017] “Seismic response of pile-raft-clay system subjected to a long-duration earthquake: centrifuge test and finite element analysis,” Soil Dynamics and Earthquake Engineering 92, 488–502. DOI: 10.1016/j.soildyn.2016.10.018.
   Web of Science ®Google Scholar