Analysis of dam response for foundation fault rupture
Considerable knowledge and experience has been developed over the past 40 years in the engineering profession regarding the seismic performance and analysis of dams for earthquake shaking. However, comparatively limited experience is available regarding the evaluation of dams for the effects of foundation fault rupture during earthquakes. This paper examines the factors to be considered in the evaluation of embankment dams for foundation faulting, and illustrates the analysis of dam response under foundation faulting by means of a case history, the seismic evaluation of Aviemore Dam.
Newmark, N., 1965. Effects of earthquakes on dams and embankments, Geotechnique, 15(2): 139-160. DOI: https://doi.org/10.1680/geot.19220.127.116.11
Seed, H.B., 1966. A method for earthquake resistant design of earth dams, Journal of Soil Mechanics and Foundations Division, ASCE, 92(SM1): 13-41.
Bray, J.D., 1990. The effects of tectonic movements on stresses and deformations in earth embankments, Ph.D. Thesis, University of California, Berkeley, California, USA.
Lazarte, C. A. (1996). “The response of earth structures to surface fault rupture,” Ph.D. Thesis, University of California, Berkeley, California, USA.
Berryman, K., Webb, T., Hill, N., Stirling, M., Rhoades, D., Beavan, J., Darby, D., 2002. Seismic Loads on Dams – Waitaki System – Earthquake Source Characterization, Client Report 2001/129, Institute of Geological and Nuclear Sciences, New Zealand.
Barrell, D.J., Van Dissen, R.J., Berryman, K.R., Read, S.A., Wood, P.R., Zachariasen, J., Lukovic, B., Nicol, A., Litchfield, N., 2002. Aviemore Power Station – Geological Investigations for Fault Displacement Characterization, Client Report 2001/125, Institute of Geological and Nuclear Sciences, New Zealand.
Mejia, L., Gillon, M., Walker, J., Newson, T., 2001. Criteria for Developing Seismic Loads for the Safety Evaluation of Dams for Two New Zealand Owners, Proceedings of NZSOLD/ANCOLD Conference on Dams, Auckland, New Zealand.
Mejia, L., Macfarlane, D., Read, S., Walker, J., 2005. Seismic Criteria for Safety Evaluation of Aviemore Dam, Proceedings of United States Society on Dams Annual Conference, Salt Lake City, Utah, USA, Session 6A, 12pp.
Walker, J., Gillon, M., and Mejia, L., 2004. Safety Assessment for Active Faulting within the Aviemore Dam Foundation and Reservoir, New Zealand, Proceedings of ANCOLD 2004 Conference, Melbourne, Australia.
Mejia L., Walker, J., Gillon, M., 2006. Seismic Safety Evaluation of Dam for Foundation Faulting, Proceedings of 8th National Conference on Earthquake Engineering - 100th Anniversary Earthquake Conference Commemorating the 1906 San Francisco Earthquake, San Francisco, California, USA, April.
Itasca Consulting Group, 2002. FLAC3D, Version 2.10. Fast Lagrangian Analysis of Continua in 3 Dimensions, User’s Manual, Minneapolis, Minnesota, USA.
Duncan, J. M., Byrne, P., Wong, K. S., and Mabry, P. (1980) “Strength, stress-strain and bulk modulus parameters for finite element analyses of stresses and movements of soil masses.” Report No. UCB/GT/80-01, University of California, Berkeley, USA.
Marachi, N. (1969) “Strength and deformation characteristics of rockfill materials,” Ph.D. thesis, Department of Civil Engineering, University of California, Berkeley.
Seed, H.B. and Idriss, I.M. (1970). “Soil moduli and damping factors for dynamic response analyses,” Report EERC 70-10, Earthquake Engineering Research Centre, University of California, Berkeley.
Vucetic, M. and Dobry, R. (1991). “Effect of soil plasticity on cyclic response,” Journal of Geotechnical Engineering, ASCE, 117(1): 89-107. DOI: https://doi.org/10.1061/(ASCE)0733-9410(1991)117:1(89)
Bray, J. D., Seed, R. B., Seed, H.B. (1994). “Analysis of earthquake fault rupture propagation through cohesive soil,” Journal of Geotechnical Engineering, ASCE, 120(3): 562-580. DOI: https://doi.org/10.1061/(ASCE)0733-9410(1994)120:3(562)
Copyright (c) 2009 Lelio Mejia, Ethan Dawson
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