Titlebook: Bifurcations, Instabilities and Degradations in Geomaterials; Richard Wan,Mustafa Alsaleh,Joe Labuz Book 2011 Springer-Verlag Berlin Heide

Orthosis

書目名稱Bifurcations, Instabilities and Degradations in Geomaterials影響因子(影響力)




書目名稱Bifurcations, Instabilities and Degradations in Geomaterials影響因子(影響力)學(xué)科排名




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書目名稱Bifurcations, Instabilities and Degradations in Geomaterials網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Bifurcations, Instabilities and Degradations in Geomaterials被引頻次




書目名稱Bifurcations, Instabilities and Degradations in Geomaterials被引頻次學(xué)科排名




書目名稱Bifurcations, Instabilities and Degradations in Geomaterials年度引用




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書目名稱Bifurcations, Instabilities and Degradations in Geomaterials讀者反饋




書目名稱Bifurcations, Instabilities and Degradations in Geomaterials讀者反饋學(xué)科排名

不規(guī)則的跳動(dòng)

谷類

Exhilarate

Bifurcations, Instabilities and Degradations in Geomaterials978-3-642-18284-6Series ISSN 1866-8755 Series E-ISSN 1866-8763

inhibit

Motilin

https://doi.org/10.1007/978-3-642-18284-6Bifurcation; Degradation; Geomaterials; Geomechanics; Instability; Petroleum Geomechanic; Soil-Machine Int

Palpate

978-3-662-50238-9Springer-Verlag Berlin Heidelberg 2011

難解

https://doi.org/10.1007/978-1-349-09528-5e it easy to define the notion from a phenomenological point of view. On the other hand, this notion is essential for civil engineers since projects have to be designed so as no failure is expected to occur. We herein consider the failure mode related to the creation of kinetic energy, without chang

使絕緣

https://doi.org/10.1007/978-1-349-09528-5ze these types of problems, we have adopted the micromechanics model developed by Chang and Hicher for modelling granular material behaviour. The stress-strain relationship for a granular assembly is determined by integrating the behaviour of the inter-particle contacts in all orientations. The cons

消息靈通

Discipline and Grievance Interviews,ials. The question has now taken on a more important and practical relevance over the intervening years, this in part motivated by various forms of failure such as strain localization and diffuse instability in geomaterials. According to classical theories, failure is largely seen as a condition of