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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Språk Engelska ● Formatera PDF ● Sidor 440 ● ISBN 9780203114421 ● Redaktör Yuzo Ohnishi & Takeshi Sasaki ● Utgivare CRC Press ● Publicerad 2012 ● Nedladdningsbara 6 gånger ● Valuta EUR ● ID 2286127 ● Kopieringsskydd Adobe DRM
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