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Rock Mechanics: Course Held At The Department Of Mechanics Of Solids (Cism International Centre For Mechanical Sciences) - Couverture souple
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Synopsis
Technical Parameters of Rock and Rock Masses. Geology in Rock Mechanics
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Technical Parameters of Rock and Rock Masses. Geology in Rock Mechanics
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Rock mechanics. Courses and lectures / International Centre for Mechanical Sciences; No. 165.
Edité par
Wien, Springer, 1974
ISBN 10 : 3211813012
ISBN 13 : 9783211813010
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Hardcover. Etat : Gut. IV, 390 S. Ehem. Bibliotheksexemplar mit Signatur und Stempel. GUTER Zustand, ein paar Gebrauchsspuren. Ex-library with stamp and library-signature. GOOD condition, some traces of use. w10023 3211813012 Sprache: Englisch Gewicht in Gramm: 550. N° de réf. du vendeur 2431544
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Rock mechanics
Edité par
Springer - Verlag, Vienna - New, 1972
ISBN 10 : 3211813012
ISBN 13 : 9783211813010
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Vendeur : Biblioteca di Babele, Tarquinia, VT, Italie
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Etat : BUONO USATO. CISM - Courses and Lectures INGLESE Volume brossurato in cartoncino semirigido. Buonissimo lo stato di conservazione, pagine perfettamente tenute, velate da tonalità seppia, come i tagli, ricche di grafici, calcoli, tabelle e illustrazioni, nel testo. Volume n. CLXV ( 165 ) della collana. Numero pagine 387. N° de réf. du vendeur NCE2911
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Rock Mechanics
Edité par
Springer Vienna Jan 1982, 1982
ISBN 10 : 3211813012
ISBN 13 : 9783211813010
Neuf
Taschenbuch
Vendeur : BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Allemagne
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Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -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 expect conditions of highly inhomogeneous stresses. However, a consideration of such situations involve additional assumptions like the applicability of the theory of elasticity for calculating the stress field, which may be open to question. A distinction has to be made between fracture initiation and fracture propagation, since a detailed observation of the total fracture process in rock was possible by means of 'stiff' and 'servo-controlled' loading systems. 404 pp. Englisch. N° de réf. du vendeur 9783211813010
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Rock Mechanics : Course Held at the Department of Mechanics of Solids
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Rock Mechanics
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Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Technical Parameters of Rock and Rock Masses. Geology in Rock MechanicsMuch 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. Ye. N° de réf. du vendeur 4488374
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Rock Mechanics
Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne
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Taschenbuch. Etat : Neu. Druck auf Anfrage Neuware - Printed after ordering - 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 expect conditions of highly inhomogeneous stresses. However, a consideration of such situations involve additional assumptions like the applicability of the theory of elasticity for calculating the stress field, which may be open to question. A distinction has to be made between fracture initiation and fracture propagation, since a detailed observation of the total fracture process in rock was possible by means of 'stiff' and 'servo-controlled' loading systems. N° de réf. du vendeur 9783211813010
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Rock Mechanics (CISM International Centre for Mechanical Sciences, 165)
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Etat : New. In English. N° de réf. du vendeur ria9783211813010_new
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Rock Mechanics
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Taschenbuch. Etat : Neu. Rock Mechanics | Leopold Müller | Taschenbuch | CISM International Centre for Mechanical Sciences | v | Englisch | 1982 | Springer | EAN 9783211813010 | Verantwortliche Person für die EU: Springer Verlag GmbH, Tiergartenstr. 17, 69121 Heidelberg, juergen[dot]hartmann[at]springer[dot]com | Anbieter: preigu. N° de réf. du vendeur 102196476
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Rock Mechanics
Edité par
Springer Vienna, Springer Jan 1982, 1982
ISBN 10 : 3211813012
ISBN 13 : 9783211813010
Neuf
Taschenbuch
Vendeur : buchversandmimpf2000, Emtmannsberg, BAYE, Allemagne
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Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -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 expect conditions of highly inhomogeneous stresses. However, a consideration of such situations involve additional assumptions like the applicability of the theory of elasticity for calculating the stress field, which may be open to question. A distinction has to be made between fracture initiation and fracture propagation, since a detailed observation of the total fracture process in rock was possible by means of 'stiff' and 'servo-controlled' loading systems.Springer-Verlag KG, Sachsenplatz 4-6, 1201 Wien 404 pp. Englisch. N° de réf. du vendeur 9783211813010
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Rock Mechanics
Edité par
Springer, 1982
ISBN 10 : 3211813012
ISBN 13 : 9783211813010
Ancien ou d'occasion
Couverture souple
Vendeur : Buchpark, Trebbin, Allemagne
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Etat : Gut. Zustand: Gut | Seiten: 404 | Sprache: Englisch | Produktart: Bücher | 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 expect conditions of highly inhomogeneous stresses. However, a consideration of such situations involve additional assumptions like the applicability of the theory of elasticity for calculating the stress field, which may be open to question. A distinction has to be made between fracture initiation and fracture propagation, since a detailed observation of the total fracture process in rock was possible by means of "stiff" and "servo-controlled" loading systems. N° de réf. du vendeur 721612/203
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