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The Effect of Geometry Dimensions on the Earthquake Response of the Finite Element Method

Authors: Morteza Jiryaei Sharahi


In this paper, the effect of width and height of the model on the earthquake response in the finite element method is discussed. For this purpose an earth dam as a soil structure under earthquake has been considered. Various dam-foundation models are analyzed by Plaxis, a finite element package for solving geotechnical problems. The results indicate considerable differences in the seismic responses.

Keywords: Earthquake, finite element, Geometry dimensions

Digital Object Identifier (DOI):

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[1] M. H. Baziar, C. M. Merrifield, S. Salemi, T. Heidari, "Three dimensional dynamic analysis of Alborz dam with asphalt and clay cores," in Proc. 5th International Conference on Case Histories in Geotechnical Engineering, USA, 2004.
[2] M. H. Baziar, A. Noorzad, S. Salemi, Z. Ghannad, "Evaluation of earthquake response of 15th Khordad earth dam," in Proc. 21st of ICOLD International Congress, Montreal, 2003.
[3] I. M. Idriss, J. M. Mathurt, H. B. Seed, "Earth dam-foundation interaction during earthquakes," Earthquake Engineering and Structural Dynamics, vol. 2, pp. 313-323, 1974.
[4] N. N. Ambraseys, "The seismic stability of earth dam," in Proc. 2nd Wld Conf Earthquake Engng, Tokyo, Japan, 1960.
[5] N. N. Ambraseys, S.K. Sarma, "The Response of earth dam to strong earthquakes," Geotechnique, 17, pp. 181-213, 1967.
[6] A. K. Chopra, R. W. Clough "Earthquake response of homogeneous earth dams," Report No. TE65-11, Soil Mechanics and Bituminous Materials, Res. Lab., Dept. Ciu. Engng, University of California, Berkeley, 1965.
[7] R. W. Clough, A. K. Chopra, "Earthquake stress analysis in earh dams," J. Engng Mech. Div., ASCE, 92, no. EM2, pp. 197-211, 1966.
[8] G. R. Martin, H. B. Seed, "Dynamic response analyses for earth dams," Report No. TE 65-1, Soil Mechanics and Bituminous Materials, Res. Lab., Dept. Civ. Engng, University of California, Berkeley, 1965.
[9] N. Mononobe, A. Takata, M. Matumura, "Seismic Stability of the earth dam," in Proc. 2nd Congress on Large Dams, IV, Washington DC, 1936.
[10] N. N. Ambraseys, "On the shear response of a two dimensional truncated wedge subjected to an arbitrary disturbance," Bull. Seis. Soc. Am., 50, pp. 45-56, 1960.
[11] H. B. Seed, G. R. Martin, "The seismic coefficient in earth dam design," J. Soil Mech. Fndn Div., ASCE, 92, No. SM3, 1966.
[12] A. K. Chopra, P. R. Permulaswami, "Dam foundation interaction during earthquakes," in Proc. 4th Wld Conf. Earthquake Engng, Santiago, Chile, 1969.
[13] E. L. Wilson, "A method of analysis for the evaluation of foundation structure in teraction," in Proc. 4th Wld Conf. Earthquake Engng, Santiago, Chile, 1969.
[14] W. D. L. Finn, J. Khanna, "Dynamic response of earth dams," in Proc. 3rd Symp. Earthquake Engng, University of Roorkee, U.P., India, 1966.
[15] W. D. L. Finn, R. B. Reimer, "Effect of soil structure interaction on seismic response," Soil Mech. Series, Brit. Columbia. Univ., Dept of Civil Engineering, No. 14, Vancouver, 1970, p. 535.
[16] S. P. Bingulac, "On the compatibility of adaptive controllers (Published Conference Proceedings style)," in Proc. 4th Annu. Allerton Conf. Circuits and Systems Theory, New York, 1994, pp. 8-16.
[17] R. L. Kuhlemeyer, J. Lysmer, "Finite element accuracy for wave propagation problems," Journal of Soil Mechanics & Foundation Division, ASCE, 99(SM5), 1973.