Rocks and soils can behave as discontinuous materials, both physically and mechanically, and for such discontinuous nature and behaviour there remain challenges in numerical modelling methods and techniques. Some of the main discontinuum based numerical methods, for example the distinct element method (DEM) and the discontinuous deformation analysi
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Taal Engels ● Formaat PDF ● Pagina’s 440 ● ISBN 9780203114421 ● Editor Yuzo Ohnishi & Takeshi Sasaki ● Uitgeverij CRC Press ● Gepubliceerd 2012 ● Downloadbare 6 keer ● Valuta EUR ● ID 2286127 ● Kopieerbeveiliging Adobe DRM
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