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RISSeismic Interactive Deformations of Pipeline Buried in Sandy Slopes Using Numerical Modeling with a Systematic Calibration Procedure
Publisher: American Society of Civil Engineers
Abstract: The seismic landslide-pipe problem was investigated numerically using finite-difference code and a bounding surface soil constitutive model [Simple ANIsotropic SAND constitutive model (SANISAND)]. The SANISAND model was ...