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In den WarenkorbZustand: Good. 173 pp., hardcover, ex library, else text and binding clean and tight. - If you are reading this, this item is actually (physically) in our stock and ready for shipment once ordered. We are not bookjackers. Buyer is responsible for any additional duties, taxes, or fees required by recipient's country.
Anbieter: Antiquariat Bookfarm, Löbnitz, Deutschland
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In den WarenkorbSoftcover. 333 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. 9783211833377 Sprache: Englisch Gewicht in Gramm: 550.
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In den WarenkorbZustand: New. pp. xi + 438 Illus.
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In den WarenkorbHardcover. Zustand: As New. 2. It's a preowned item in almost perfect condition. It has no visible cosmetic imperfections. May come without any shrink wrap; pages are clean and not marred by notes or folds of any kind.
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In den WarenkorbPaperback. Zustand: Brand New. reprint edition. 172 pages. 9.75x6.25x0.25 inches. In Stock.
Verlag: Springer Berlin Heidelberg, Springer Berlin Heidelberg Feb 2010, 2010
ISBN 10: 3642064221 ISBN 13: 9783642064227
Sprache: Englisch
Anbieter: buchversandmimpf2000, Emtmannsberg, BAYE, Deutschland
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In den WarenkorbTaschenbuch. Zustand: Neu. Neuware -Geomaterials consist of a mixture of solid particles and void space that may be lled with uid and gas. The solid particles may be di erent in sizes, shapes, and behavior; and the pore liquid may have various physical and chemical properties. Hence, physical, chemical or electrical interaction - tween the solid particles and pore uid or gas may take place. Therefore, the geomaterials in general must be considered a mixture or a multiphase material whose state is described by physical quantities in each phase. The stresses carried by the solid skeleton are typically termed ¿e ective stress¿ while the stresses carried by the pore liquid are termed ¿pore pressure. ¿ The summation of the e ective stress and pore pressure is termed ¿total stress¿ (Terzaghi, 1943). For a free drainage condition or completely undrained c- dition, the pore pressure change is zero or depends only on the initial stress condition; it does not depend on the skeleton response to external forces. Therefore, a single phase description of soil behavior is adequate. For an intermediate condition, however, some ow (pore pressure leak) may take place while the force is applied and the skeleton is under deformation. Due to the leak of pore pressure, the pore pressure changes with time, and the e ective stress changes and the skeleton deforms with time accordingly. The solution of this intermediate condition, therefore, requires a multi-phase c- tinuum formulations that may address the interaction of solid skeleton and pore liquid interaction.Springer Verlag GmbH, Tiergartenstr. 17, 69121 Heidelberg 452 pp. Englisch.
Verlag: Springer Berlin Heidelberg, 2012
ISBN 10: 3642830145 ISBN 13: 9783642830143
Sprache: Englisch
Anbieter: AHA-BUCH GmbH, Einbeck, Deutschland
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In den WarenkorbTaschenbuch. Zustand: Neu. Druck auf Anfrage Neuware - Printed after ordering - The first volume of this series dealt with the Basic Principles of Boundary Elements, while the second concentrated on time dependent problems and Volume three on the Computational Aspects of the method. This volume studies the applications of the method to a wide variety of geomechanics problems, most of which are ideally suited for boundary elements demonstrating the potentiality of the technique. Chapter 1 deals with the application of BEM to three dimensional elastody namics soil-structure interaction problems. It presents detailed formulations for rigid, massless foundations of arbitrary shape both in the frequency and time domains. The foundations are assumed to be resting on a linearly elastic, homogeneous, isotropic half-space and be subjected to externally applied loads on obliquely incident body. The chapter reviews the major advances in soil foundation interaction presents a series of numerical results and stresses the practical application of BEM, pointing out the high accuracy and efficiency of the technique, even when using coarse mesh discretizations.
Verlag: Springer Berlin Heidelberg, 2010
ISBN 10: 3642064221 ISBN 13: 9783642064227
Sprache: Englisch
Anbieter: AHA-BUCH GmbH, Einbeck, Deutschland
EUR 53,49
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In den WarenkorbTaschenbuch. Zustand: Neu. Druck auf Anfrage Neuware - Printed after ordering - Geomaterials consist of a mixture of solid particles and void space that may be lled with uid and gas. The solid particles may be di erent in sizes, shapes, and behavior; and the pore liquid may have various physical and chemical properties. Hence, physical, chemical or electrical interaction - tween the solid particles and pore uid or gas may take place. Therefore, the geomaterials in general must be considered a mixture or a multiphase material whose state is described by physical quantities in each phase. The stresses carried by the solid skeleton are typically termed 'e ective stress' while the stresses carried by the pore liquid are termed 'pore pressure. ' The summation of the e ective stress and pore pressure is termed 'total stress' (Terzaghi, 1943). For a free drainage condition or completely undrained c- dition, the pore pressure change is zero or depends only on the initial stress condition; it does not depend on the skeleton response to external forces. Therefore, a single phase description of soil behavior is adequate. For an intermediate condition, however, some ow (pore pressure leak) may take place while the force is applied and the skeleton is under deformation. Due to the leak of pore pressure, the pore pressure changes with time, and the e ective stress changes and the skeleton deforms with time accordingly. The solution of this intermediate condition, therefore, requires a multi-phase c- tinuum formulations that may address the interaction of solid skeleton and pore liquid interaction.
Anbieter: Ria Christie Collections, Uxbridge, Vereinigtes Königreich
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In den WarenkorbPaperback. Zustand: Brand New. 458 pages. 10.00x7.00x10.00 inches. In Stock.
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In den WarenkorbZustand: New.
Verlag: Princeton University Press, 2000
ISBN 10: 0691037469 ISBN 13: 9780691037462
Sprache: Englisch
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Verlag: Princeton University Press, 2000
ISBN 10: 0691037469 ISBN 13: 9780691037462
Sprache: Englisch
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In den WarenkorbZustand: New. 2000. First Edition. Hardcover. The theory of linear poroelasticity describes the interaction between mechanical effects and adding or removing fluid from rock. This book incorporates example problems from geomechanics, hydrogeology, and petroleum engineering to illustrate poroelastic behavior and solution methods for a variety of real-world scenarios. Series: Princeton Series in Geophysics. Num Pages: 304 pages, 11 tables, 83 line illus. BIC Classification: PHVG; RBG; TNC; TNF. Category: (P) Professional & Vocational; (U) Tertiary Education (US: College). Dimension: 237 x 164 x 24. Weight in Grams: 620. . . . . . Books ship from the US and Ireland.
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In den WarenkorbPaperback. Zustand: Brand New. 358 pages. 9.21x6.14x0.83 inches. In Stock.
Anbieter: Ria Christie Collections, Uxbridge, Vereinigtes Königreich
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Verlag: Springer Vienna, Springer Vienna Jul 2001, 2001
ISBN 10: 3211833374 ISBN 13: 9783211833377
Sprache: Englisch
Anbieter: buchversandmimpf2000, Emtmannsberg, BAYE, Deutschland
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In den WarenkorbTaschenbuch. Zustand: Neu. Neuware -Numerical application of Plasticity to Geomechanics is an area of research that has grown rapidly since its origins in the late 1960s. This growth led to new methodologies and analysis approaches that are nowadays commonly employed in Geotechnical Engineering practice. Through the contribution of well-known scholars this book intends to provide an updated overview of some relevant developments and applications in this field. The topics covered in the various chapters of the volume can be summarised as follows: constitutive models for geomaterials, 'damage|¿ soil mechanics, non-linear consolidation, swelling soils, influence of the statistical variability of soil properties on the stability of slopes and foundations, numerical analysis of ground improvement techniques, tunneling problems.Springer Verlag GmbH, Tiergartenstr. 17, 69121 Heidelberg 344 pp. Englisch.
Anbieter: Ria Christie Collections, Uxbridge, Vereinigtes Königreich
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In den WarenkorbTaschenbuch. Zustand: Neu. Druck auf Anfrage Neuware - Printed after ordering - Numerical application of Plasticity to Geomechanics is an area of research that has grown rapidly since its origins in the late 1960s. This growth led to new methodologies and analysis approaches that are nowadays commonly employed in Geotechnical Engineering practice. Through the contribution of well-known scholars this book intends to provide an updated overview of some relevant developments and applications in this field. The topics covered in the various chapters of the volume can be summarised as follows: constitutive models for geomaterials, 'damage|' soil mechanics, non-linear consolidation, swelling soils, influence of the statistical variability of soil properties on the stability of slopes and foundations, numerical analysis of ground improvement techniques, tunneling problems.
Verlag: Dordrecht, Kluwer Acad. Publ, 1996
ISBN 10: 079233793X ISBN 13: 9780792337935
Sprache: Englisch
Anbieter: Antiquariat Bookfarm, Löbnitz, Deutschland
EUR 153,23
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In den WarenkorbHardcover. 249 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. 9780792337935 Sprache: Englisch Gewicht in Gramm: 550.
Anbieter: Revaluation Books, Exeter, Vereinigtes Königreich
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In den WarenkorbPaperback. Zustand: Brand New. 1st edition. 333 pages. 9.25x6.50x0.75 inches. In Stock.
Anbieter: Ria Christie Collections, Uxbridge, Vereinigtes Königreich
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In den WarenkorbZustand: New. In.
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Zustand: Gut. Zustand: Gut | Sprache: Englisch | Produktart: Bücher.