Non-linear dynamic earth dam-foundation interaction using a BE-FE method

Earthquake Engineering and Structural Dynamics

Volumn 27, Issue 9, 1998, Pages 917-936

  Abouseeda, Hassan ^a   Dakoulas, Panos ^a  

^a Rice University   (United States)

Author keywords

Boundary elements; Earth dams; Finite elements; Non linear analysis; Seismic response; Soil structure interaction

Indexed keywords

BOUNDARY ELEMENT METHOD; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; EMBANKMENT DAMS; FINITE ELEMENT METHOD; FOUNDATIONS; MATHEMATICAL MODELS; STRUCTURAL ANALYSIS;

PEAK GROUND ACCELERATIONS;

SOIL STRUCTURE INTERACTIONS;

BOUNDARY ELEMENT METHOD; DAM; FINITE ELEMENT METHOD; SEISMIC RESPONSE; SOIL-STRUCTURE INTERACTION;

EID: 0032172254     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199809)27:9<917::AID-EQE763>3.0.CO;2-A     Document Type: Article

References (59)

1. H. Abouseeda and P. Dakoulas, 'Response of earth dams to P and SV waves using coupled FE-BE formulation', J. Earthquake Engng. Struct. Dyn. 25, 1177-1194 (1996).
2. H. Abouseeda and P. Dakoulas, 'Nonlinear dynamic earth dam-foundation interaction', Proc. 11th World Conf. on Earthquake Engineering, Acapulco, Mexico, 1996.
3. A. K. Chopra, M. Dibaj, R. W. Clough, J. Penzien and H. B. Seed, 'Earthquake analysis of earth dams', Proc. 4th World Conf. on Earthquake Enginering, Santiago, 1969.
4. P. Dakoulas and G. Gazetas, 'A class of inhomogeneous shear models for seismic response of dams and embankments', Soil Dyn. Earthquake, Engng. 4, 166-182 (1985).
5. P. Dakoulas and C. Hsu, 'Lateral response of earth dams in semi-elliptical rigid canyons', J. Soil Dyn. Earthquake Engng. 12, 497-507 (1994).
6. P. Dakoulas and H. Abouseeda, 'Response of earth dams to Rayleigh waves using coupled FE-BE formulation', J. Engng. Mech. ASCE 23, 1311-1320 (1997).
7. P. Dakoulas and C. Hsu, 'Response of earth dams in semi-elliptical flexible canyons to oblique SH waves', J. Engng. Mech. ASCE 121, 379-391 (1995).
8. P. Dakoulas, 'Response of earth dams in semi-cylindrical valleys subjected to plane SH waves', J. Engng. Mech. ASCE 119, 74-90 (1993).
9. P. Dakoulas, 'Earth dam-canyon interaction effects for obliquely incident SH waves', J. Geotech. Engng. Div. ASCE 119, 1696-1716 (1993).
10. P. Dakoulas and H. Hashmi, 'Wave passage effects on the response of earth dams', J. Soils Foundations 32, 97-110 (1992).
11. A.-W. M. Elgamal, A. M. Abdel-Ghaffar and J. H. Prevost, 'Elastoplastic seismic shear response of 3-D Earth Dams: Application', J. Geot. Engng. Div. ASCE 113, 1309-1325 (1987).
12. A.-W. M. Elgamal, 'Three-dimensional seismic analysis of La Villita Dam', J. Geotech. Engng. ASCE 118, 1937-1958 (1992).
13. L. W. D. Finn, R. H. Ledbetter and W. F. Marcuson III, 'The evolution of Geotechnical Earthquake Engineering Particle in North America: 1954-1994', Proc. 3rd Int. Conf. on Recent Advances in Geotech. Earthquake Engineering and Soil Dynamics, St. Louis, Mo, Vol. 2, 1995, pp. 881-909.
14. G. Gazetas. 'Seismic response of earth dams: some recent developments', J. Soil Dyn. Earthquake Engng. 6(1), 1-47 (1987).
15. G. Gazetas and P. Dakoulas, 'Seismic analysis and design of rockfill dams: state-of-the art', J. Soil Dyn. Earthquake Engng. 11, 27-61 (1992).
16. G. Gazetas and N. Uddin, 'Permanent deformation on preexisting sliding surfaces in dams', J. Geotech. Engng ASCE 120, 2041-2061 (1994).
17. G. Gazetas, 'Shear vibration of veritically inhomogeneous earth dams', Int. J. Numer. Anal. Meth. Geomech. 6, 219-241 (1982).
18. F. I. Makdisi and H. B. Seed, 'Simplified procedure for estimating dam and embankment response', J. Geotech. Engng. Div. ASCE 104(7), 849-867 (1978).
19. W. F. Marcuson III, M. E. Hynes, A. G. Franklin, 'Seismic stability and deformation analysis: the last twenty five years', Geotech. Special Publication No. 31, ASCE, Vol. 1, 1992, pp. 552-592.
20. L. H. Mejia and H. B. Seed and J. Lysmer, 'Dynamic analysis of earth dams in three dimensions', J. Geotech. Engng Deivision, ASCE 108, 1586-1604 (1982).
21. H. B. Seed, 'Considerations in the earthquake resistant design of earth and rockfill dams'. Geotechnique 29, 215-263 (1979).
22. J. H. Prevost, A. M. Abdel-Ghaffar, A. W. M. Elgamal 'Nonlinear hysteretic response of soil systems', J. Engng. Mech. ASCE 111, 882-897 (1985).
23. D. V. Griffiths and J. H. Prevost, 'Two- and three-dimensional dynamic finite element analyses of the Long Valley Dam', Geotechnique 38, 367-388 (1988).
24. A. Yiangos and J. H. Prevost, 'Two-dimensional two-phase elasto-plastic seismic response of earth-dams', Research Rep. NCEER, State Univ. of New York, Buffalo, 1991.
25. L. W. D. Finn, 'Dynamic Analysis in Geotechnical Engineering', Proc., Earthquake Engineering and Soil Dynamics II - Recent Advances in Ground Motion Evaluation, ASCE, 1988, pp. 523-591.
26. L. W. D. Finn, M. Yogendrakumar, N. Yoshida and H. Yoshida, 'TARA-3: A progran to compute the response of 2-D embankments and soil-structure systems to seismic loadings', Dept. of Civil Engineering, University of British Columbia, Canada 1986, Unpublished Report, proprietory use.
27. O. C. Zienkiewicz, M. Pastor and C. Chan, and Y. Xie, 'Computational approaches to the dynamics and statics of saturated and unsaturated soils', Advanced Geotechnical Analyses, Develop, in Soil Mech. and Found. Engin. Vol. 4, Banerjee, P. K. and Butterfield, R. (eds), Elsevier, Amsterdam, 1991, pp. 151-190.
28. Z. P. Liao and H. L. Wong, 'A transmitting boundary for the numerical simulation of elastic wave propagation', Soil Dyn. Earthquake Engng. 3, 174-183 (1984).
29. E. Kausel, 'Local transmitting boundaries', J. Engng. Mech. ASCE 114, 1011-1027 (1988).
30. E. Kausel and J. T. Tassoulas, 'Transmitting boundaries: a closed-form comparison', Bull. Seism. Soc. Am. 71, 143-159 (1981).
31. C. Zhao, S. Valliapan and Y. C. Wang, 'A numerical model for wave scattering problems in infinite media due to P and SV wave incidences', Int. J. Numer. Meth. Engng 33, 1661-1682 (1992).
32. C. Zhao and S. Valliappan, 'Seismic wave scattering effects under different canyon topographic and geological conditions', J. Soil Dyn. Earthquake Engng. 12, 129-143 (1993).
33. D. E. Beskos, 'Boundary element methods in dynamic analysis', Appl. Mech. Rev. 40, 1-23 (1987).
34. S. Ahmad and P. K. Banerjee, 'Multi-domain BEM for two-dimensional problems of elastodynamics', Int. J. Num. Meth. Engng 26, 891-911 (1988).
35. O. C. Zienkiewicz, D. M. Kelly and P. Bettes, 'The coupling of the finite element method and the boundary solution procedures', Int. J. Numer. Meth. Engng 11, 355-376 (1977).
36. C. A. Brebbia, J. C. F. Telles and L. C. Wrobel, Boundary Element Techniques, Springer, Berlin, Heidelberg, New York, 1984.
37. O. von Estorff and E. Kausel, 'Coupling of boundary and finite elements for soil-structure interaction problems', Earthquake Engng Struct. Dyn. 18, 1065-1075 (1989).
38. C. C. Spyrakos and D. E. Beskos, 'Dynamic response of flexible strip-foundations by boundary and finite elements', Soil Dyn. Earthquake Engng 5, 84-96 (1986).
39. O. von Estorff and M. J. Prabucki, 'Dynamic response in the time domain by coupled boundary and finite elements', Comput. Mech. 9, 35-46 (1990).
40. T. Touhei and T. Ohmachi, 'Modal analysis of a dam-foundation system based on a FE-BE method in the time domain, Earthquake Engng. Struct. Dyn. 23, 1-15 (1994).
41. T. Touhei and T. Ohmachi, 'A FE-BE method for dynamic analysis of dam-foundation-reservoir systems in the time domain', Earthquake Engng. Struct. Dyn. 22, 195-209 (1993).
42. G. D. Pavlatos and D. E. Beskos, 'Dynamic elastoplastic analysis by BEM/FEM', Engineering Analysis with Boundary Elements, 14, 51-63 (1994).
43. G. D. Pavlatos and D. E. Beskos, 'Dynamic inelastic soil-structure interaction using a hybrid BEM/FEM scheme', Proc. IUTAM/IACM Symp. on Discretization methods in Structural Mechanics II, Viena 2-6 June, 1997.
44. S. Valliappan and M. Yazdchi, 'Seismic response of concrete gravity dams - A continuum damage mechanics approach', Proc. IUTAM/IACM Symp. on Discretization methods in Structural Mechanics II, Viena 2-6 June 1997.
45. A. C. Eringen and E. S. Suhubi, Elastodynamics, Academic Press, New York, 1975.
46. O. C. Zienkiewicz, The Finite Element Method, 3rd edn., McGraw-Hill, New York, 1977.
47. H. Antes, 'A boundary element procedure for transient wave propagation in two-dimensional isotropic elastic media', Finite Element Anal. Des. 1, 313-322 (1985).
48. T. A. Cruse and F. J. Rizzo, 'A direct formulation and numerical solution of the general transient elastodynamic problem 1', Int. J. Math. Anal. Appl. 22, 244-259 (1968).
49. W. J. Mansur and C. A. Brebbia, 'Formulation of the boundary element method for transient problems governed by the scalar wave equation', Appl. Math. Modelling 6, 307-311 (1982).
50. H. D. Hibbit, B. I. Karlsson and E. P. Sorensen, Inc., ABAQUS, General-purpose Finite Element Program, Providence, RI, 1995.
51. H. Antes and P. D. Panagiotopoulos, The Boundary Integral Approach to Static and Dynamic Contact Problems, Birkhäuser Verlag, Boston, 1992.
52. P. K. Banerjee, The Boundary Element Methods in Engineering, McGraw Hill, New York, 1994.
53. D. P. Henry and P. K. Banerjee, 'A variable stiffness type boundary element formulation for axisymmetric elastoplastic media', Int. J. Numer. Meth. Engng 26, 1005-1027 (1988).
54. I. M. Idriss, J. M. Mathour and H. B. Seed, 'Earth dam-foundation interaction during earthquakes', J. Earthquake Engng. and Struct. Dyn. 2, 313-323 (1974).
55. D. L. Karabalis and D. E. Beskos, 'Dynamic response of 3-D flexible foundations by time domain BEM and FEM', Soil Dyn. Earthquake Engng. 4, 91-101 (1985).
56. T. K. Mossessian and M. Dravinski, 'Application of hybrid method for scattering of P, SV, and Rayleigh waves by near-surface irregularities', Bull. Seism. Soc. Am. 77, 1784-1803 (1987).
57. J. L. Tassoulas, 'Dynamic soil-structure interaction', in Boundary Element Methods in Structural Analysis. D. E. Beskos (ed.), Am. Society of Civil Engineers, New York, 1988.
58. O. von Estorff and H. Antes, 'On FEM-BEM coupling for fluid-structure interaction analysis in time domain', Int. J. Numer. Meth. Engng 31, 1151-1168 (1991).
59. J. Wolf, Dynamic Soil-structure Interaction, Prentice-Hall, Englewood Cliffs, NJ (1985).