Publication | Closed Access
A hybrid rigid-body rotation model with sliding for calculating the response of a temporary soil-filled wall subjected to blast loading
17
Citations
4
References
2011
Year
Geotechnical EngineeringEngineeringMechanicsFoundation EngineeringMechanical EngineeringCivil EngineeringSoil-structure InteractionMechanical SystemsGeomechanicsTemporary Soil-filled WallStructural DynamicBlast LoadingComputational MechanicsStructural MechanicsStructural Engineering
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