Applications geomechanics (54 Ergebnisse)

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Taschenbuch. 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.…

Paperback. Zustand: Brand New. reprint edition. 172 pages. 9.75x6.25x0.25 inches. In Stock.

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Taschenbuch. 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.…

Taschenbuch. Zustand: Neu. The Coupled Theory of Mixtures in Geomechanics with Applications | George Z Voyiadjis (u. a.) | Taschenbuch | xi | Englisch | 2010 | Springer | EAN 9783642064227 | Verantwortliche Person für die EU: Springer Verlag GmbH, Tiergartenstr. 17, 69121 Heidelberg, juergen[dot]hartmann[at]springer[dot]com | Anbieter: preigu. …

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Taschenbuch. 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.…

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Taschenbuch. Zustand: Neu. Advanced Numerical Applications and Plasticity in Geomechanics | Vaughan D. Griffiths (u. a.) | Taschenbuch | CISM International Centre for Mechanical Sciences | vii | Englisch | 2001 | Springer | EAN 9783211833377 | Verantwortliche Person für die EU: Springer Verlag GmbH, Tiergartenstr. 17, 69121 Heidelberg, juergen[dot]hartmann[at]springer[dot]com | Anbieter: preigu. …

Paperback. Zustand: Brand New. 1st edition. 333 pages. 9.25x6.50x0.75 inches. In Stock.

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Hardcover. Zustand: Brand New. 2nd edition. 500 pages. 9.75x7.00x1.25 inches. In Stock.

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Zustand: Gut. Zustand: Gut | Seiten: 370 | Sprache: Englisch | Produktart: Bücher | Geomechanics is the basic science for many engineering fields, including oil and gas recovery, mining, civil engineering, water supply, etc., as well as for many environmental sciences, including earthquake prediction, ecology, landscape dynamics, and explosion works. Historically, the major concepts of geomechanics were founded on the methods of the elasticity theory and the static equilibrium of joints with solid friction. Underground hydrodynamics was developed quite separately and included only simple, conventional ideas of elastic pore-space deformation. Today, the situation is drastically different. Tremendous achievements in numerical computer technique have eliminated many of the routine difficulties of problem solution with respect to selected mathematical models. As the result, major efforts now are applied to sophisticated experimental studies and to new applications of generalized continuum theories. Of course, traditional rheological schemes have been adjusted to be into account the real properties of such geomaterials as soils, rocks and ice. The main changes have been connected with the kinematics of the internal structure of geomaterials that influences their strength and that can play unusual roles in dynamic processes. The theoretical considerations are in good agreement with experimental observations in situ because of precise measuring devices, impact of modern physics concepts and large-scale monitoring.…