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- W2001448055 abstract "A simple kinematic method to predict the seismic earth pressure against retaining structures is developed. The fundamental solution to the free-field seismic response considering nonlinear, plastic behavior of soil is included in the retaining wall analysis for the first time. Perturbation to the free-field response caused by soil-structure interaction effects for different types of wall movement is considered. Results from this kinematic method are compared with those obtained from finite-element analysis and observed from laboratory shaking table tests performed on model retaining walls." @default.
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- W2001448055 date "1999-09-01" @default.
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- W2001448055 title "Seismic Earth Pressure on Retaining Structures" @default.
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- W2001448055 doi "https://doi.org/10.1061/(asce)1090-0241(1999)125:9(771)" @default.
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