3-D Seismic Response Analysis Methods of High Core Rockfill Dams

Arabian Journal for Science and Engineering

Volumn 38, Issue 4, 2013, Pages 839-848

  Zhang, JingKui ^a,b   Zhang, LiaoJun ^b  

^a Anhui and Huaihe River Institute of Hydraulic Research   (China)

^b HOHAI UNIVERSITY   (China)

Author keywords

3 D dynamic analysis; High core rock fill dam; Liquefaction; Permanent deformation; Stability

Indexed keywords

EID: 84875035519     PISSN: 2193567X     EISSN: 21914281     Source Type: Journal    
DOI: 10.1007/s13369-012-0426-8     Document Type: Article

References (28)

1. Li H, Chi S, Lin G, Zhong H: A modified approach for determination of nonlinear properties in seismic response analyses for 200 m high core rock-fill dams. Can. Geotech. J. 45(8), 1064-1072 (2008).
2. Lin J. S, Whitman R. V: Decoupling approximation to the evaluation of earthquake-induced plastic slip in earth dams. Earthquake Eng. Struct. Dyn. 11, 667-678 (1983).
3. Papalou A, Bielak J: Nonlinear seismic response of earth dams with canyon interaction. Geotech. Eng. Div. ASCE 130(1), 103-110 (2004).
4. Zienkiewicz, O. X.; Leung, K. H.; Hinton, E.: Earth dam analysis for earthquake: numerical solutions and constitutive relations for nonlinear (damage) analysis. Design of Dams to Resist Earthquake, ICE, London, pp. 141-156 (1980).
5. Finn W. D. L: State-of-the-art of geotechnical earthquake engineering practice. Soil Dyn. Earthq. Eng. 20(1), 1-16 (2000).
6. Gazetas N, Uddin G: Permanent deformation on preexisting sliding surfaces in dams. J. Geotechn. Eng. ASCE 120(11), 2041-2061 (1994).
7. Rathje E. M, Bray J. D: Nonlinear coupled seismic analysis of earth structures. J. Geotech. Geoenviron. Eng. ASCE 126(11), 1002-1015 (2000).
8. Wartman J, Bray J. D, Seed R. B: Inclined plane studies of the Newmark sliding block procedure. J. Geotech. Geoenviron. Eng. ASCE 129(8), 673-684 (2003).
9. Tika-Vassilikos T. E, Sarma S. K, Ambraseys N. N: Seismic displacements on shear surfaces in cohesive soils. Earthq. Eng. Struct. Dyn. 22(8), 709-721 (1993).
10. Kramer S. L, Smith M. W: Modified Newmark model for seismic displacements of compliant slopes. J. Geotech. Geoenviron. Eng. ASCE, 123(7), 635-644 (1997).
11. Duncan J. M, Chang C. Y: Non-linear analysis of stress and strain in soils. J. Soil Mech. Found. Div. 96(5), 1629-1653 (1970).
12. Qian, J. H.; Yin, Z. Z.: Fundamental and Calculation in Geotechnical Engineering. China Water Power Press, Beijing (1996).
13. Lin, Y. L.: Experimental study on dynamic residual deformation of rock-fill materials and seismic evaluation of high rock-fill dam. Doctorial Dissertation, Hohai University, Nanjing (2009).
14. Jinman K, Nicholas Sitar M: Direct estimation of yield acceleration in slope stability analyses. J. Geotech. Geoenviron. Eng. 130, 111-1151 (2004).
15. Wartman, J.: Physical Model Studies of Seismically Induced Deformations in Slopes. University of California, Berkeley (1999).
16. Leshchinsky D, San K. C: Pseudo-static seismic stability of slopes: design charts. J. Geotech. Eng. ASCE 120(9), 1514-1532 (1994).
17. Serff, N.; Seed, H. B.; Markdisi, F. I.: Earthquake induced deformation of earth dams. Report No. EERC 76-4, University of California, Berkeley (1976).
18. Seed, H. B.; Maksidi., Faiz, I.; De Alba, P.: Performance of earth dams during earthquakes. Geotechnical Division, ASCE, 104(GT), pp. 967-995 (1978).
19. Seed H. B.: A method for earthquake resistance design of earth dams. J. Soil Mech. Found. Eng. ASCE (SM 1(92), 13-40 (1966).
20. Yang G, Liu H. L, Chen Y. M: Research on size effect of rock-fill materials on dynamic deformation property. J. Hydroelectric Eng. 28, 121-126 (2009).
21. Liu, H. L.: Earthquake induced permanent deformation on soil mass. Doctorial Dissertation, Hohai University, Nanjing (1994).
22. Seed, H. B.: Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes. Geotech. Eng. Div. ASCE 105(GT2), 201-255 (1979).
23. Seed H. B: Design problems in liquefaction evaluation. Geotech. Eng. ASCE 113(8), 827-845 (1987).
24. Seed, H. B.; Idriss, I. M.: Ground motions and soil liquefaction during earthquakes. Monograph Series, Earthquake Engineering Research Institute, Berkeley (1982).
25. Paz, M.: Structural Dynamics-Theory and Computation. van Nootrand Reinhold Company Inc (1985).
26. Ministry of Power Industry of the People's Republic of China.: Specifications for seismic design of hydraulic structures (DL5073-2000). China Waterpower Press (2001).
27. Newmark, N. M.: Effect of earthquakes on dams and embankments. Geotechnique 15(2), 139-160 (1965).
28. Seed, H. B.; Lee, K. L.; Idriss, I. M.: Analysis of Sheffield Dam failure. Soil Mech. Found. Div. ASCE 95(SM6), 1453-1490 (1969).