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• W2083313162 abstract "Abstract The progressive development of pore water pressure due to earthquake loading and associated loss of strength may be a major cause of instability in earth dams consisting of low to medium dense saturated sands and hydraulic fill materials. In this study a procedure is developed for the analysis of pore pressure response of an earth dam subjected to a random seismic environment. The ground motion is modelled as a portion of the stationary random process which may be defined alternatively by (a) Kani—Tajimi spectral density function, or (b) a design response spectrum. The earth dam is modelled as a series of shear slices and is considered to be homogeneous. The nonlinearity in shear modulus and damping are incorporated by using an equivalent linear model for the stress-strain behavior of soils. The dynamic response to vertically propagating shear waves is formulated in the frequency domain providing the transfer functions for various parameters, viz, stress, strain and acceleration, etc. The power spectra of these parameters are then readily obtained. Using a simple linear model for the generation of pore water pressure the expected value of associated damage is obtained. Numerical results of an example analysis and a parametric study are presented." @default.
• W2083313162 created "2016-06-24" @default.
• W2083313162 creator A5026904260 @default.
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• W2083313162 date "1984-03-01" @default.
• W2083313162 modified "2023-09-24" @default.
• W2083313162 title "Pore pressure response of earth dams in random seismic environment" @default.
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• W2083313162 doi "https://doi.org/10.1016/0167-6636(84)90011-5" @default.
• W2083313162 hasPublicationYear "1984" @default.
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