State-of-the-Art Modelling of Soil Behaviour Under Blast Loading

摘要: A comprehensive literature review has been carried out on existing models that characterize soil response under the impact of blast shock waves. Various in are reviewed and discussed terms their equations state account for effect high pressure, failure control yield behaviour, strength represent strain-rates, along with a comparison advantages limitations. Then, application different to blast-induced liquefaction is elucidated compared. Consequently, this provides understanding fundamental unique aspects modelling subjected such transient impulsive loading grounds increasing global interest soils.