| 書目名稱 | Rock Mechanics |
| 編輯 | Leopold Müller |
| 視頻video | http://file.papertrans.cn/832/831427/831427.mp4 |
| 叢書名稱 | CISM International Centre for Mechanical Sciences |
| 圖書封面 |  |
| 描述 | Much of the research on fracture of rocks or rock-like materials conducted over the past two decades may be considered as "academic studies" of the general phenomenon of fracture. Yet, the understanding of this phenomenon is fundamental if a material is used in any engineering design, whether the aim is to prevent failure of the structure or to promote it. Fracture theories existing are generally empirical and derived from experimental results of laboratory test with simple boundary conditions. Because of the basic weakness of rock intension and because in general the environmental stresses in rock mechanics are compressive most of these theories consider fracture under compressive stress conditions. The Coulomb-Navier-, the Mohr-, the Griffith and the McClintock and Walsh criteria are typical examples and will be considered in the following. In addition the tendency during the past was in making accurate experiments under conditions of homogeneous stresses. To obtain information about the fracture behaviour with unequal principal stresses systems have to be used which involve inhomogeneous stresses. This case is of particular interest, since in practical rock mechanics we may expe |
| 出版日期 | Book 1972 |
| 關(guān)鍵詞 | Gebirgsmechanik; Mechanics; Coulomb; design; elasticity; finite element method; fracture; friction; Fundamen |
| 版次 | 1 |
| doi | https://doi.org/10.1007/978-3-7091-4109-0 |
| isbn_softcover | 978-3-211-81301-0 |
| isbn_ebook | 978-3-7091-4109-0Series ISSN 0254-1971 Series E-ISSN 2309-3706 |
| issn_series | 0254-1971 |
| copyright | Springer-Verlag Wien 1972 |
|Archiver|手機(jī)版|小黑屋|
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