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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语言 英语 ● 格式 PDF ● 网页 440 ● ISBN 9780203114421 ● 编辑 Yuzo Ohnishi & Takeshi Sasaki ● 出版者 CRC Press ● 发布时间 2012 ● 下载 6 时 ● 货币 EUR ● ID 2286127 ● 复制保护 Adobe DRM
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