4 edition of Micromechanics of failure in granular geomaterials found in the catalog.
Micromechanics of failure in granular geomaterials
Includes bibliographical references and index.
|Statement||edited by Francois Nicot, Richard Wan.|
|Contributions||Nicot, Francois., Wan, Richard.|
|LC Classifications||TA711 .M5313 2009|
|The Physical Object|
|LC Control Number||2009030937|
Wren, J.R. and Borja, R.I. "Micromechanics of granular media, Part II: Overall tangential moduli and localization model for periodic assemblies of circular disks," Computer Methods in Applied Mechanics and Engineering, , , Arghya Das, Alessandro Tengattini, Giang Nguyen and Itai Einav, A Micromechanics Based Model for Cemented Granular Materials, Constitutive Modeling of Geomaterials, /_71, (), ().
A Micromechanics Based Model for Cemented Granular Materials / Arghya Das, Alessandro Tengattini, Giang Nguyen and Itai Einav ; Modelling the Thermo-plasticity of Unsaturated Soils / Bertrand François and Lyesse Laloui ; Investigation of Critical States and Failure in True Triaxial Tests of Clays / Victor N. Kaliakin and Andres Nieto Leal. 6. Micromechanical constitutive modelling of granular media: Evolution and loss of contact in particle clusters B.S. Gardiner, A. Tordesillas. 7. A hyperbolic well-posed model for the flow of granular materials D. Harris, E.F. Grekova. 8. Towards a theory of granular plasticity Shaun C. Hendy. 9. Formulation of non-standard dissipative behavior.
The paper pursues two anisotropies, of contact orientation and of contact force, and models their evolution during bulk loading. Fabric anisotropy will be expressed in terms of the contact density g ˆ (n), a function that describes contact orientation within an assembly of individual orientation n m of a single mth contact is the unit vector normal to the surfaces of two. Book Condition: This is an ex-library book and may have the usual library/used-book markings book has hardback covers. In good all round condition. No dust jacket.. Please note the Image in this listing is a stock photo and may not match the covers of the actual itemReviews: 1.
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This book is a treatise that brings together some of the latest international research and advances in the failure of granular geomaterials within a micromechanical approach. This book is a treatise that brings together some of the latest international research and advances in the failure of granular geomaterials within a micromechanical approach.
It provides a view of the current scientific community on this topic, putting forward relevant methods and efficient tools for analysis. Purchase Micromechanics of Granular Materials, Volume 20 - 1st Edition. Print Book & E-Book.
ISBNBook Edition: 1. Failure in Geomaterials offers a unified view of material failure as an instability of deformation modes framed within the theory of bifurcation. Using mathematical rigor, logic, physical reasoning and basic principles of mechanics, the authors develop the fundamentals of failure in geomaterials based on the second-order work criterion.
In book: Dynamic Damage and Fragmentation, pp Bifurcation micromechanics in granular materials Failure in Geomaterials offers a unified view of material failure as an instability. Multiscale Computation of Failure in Granular Materials [Richard Wan] on *FREE* shipping on qualifying offers.
Multiscale Computation of Failure in Granular Materials covers the multiscale modeling of geomaterials. Purchase Advances in Micromechanics of Granular Materials, Volume 31 - 1st Edition. Print Book & E-Book. ISBN3. Micromechanics of failure in deformation bands The nature of deformation within individual bands is controlled by textural properties of the parent rock.
Typical granular rocks are made up of grains, pores, and cement. Deformation of these rocks involves change in shape and size of one or more of these constitutive elements (Fig. Fig. Roles of superplasticiser dosage, water film thickness and slurry film thickness in flowability of cementitious paste.
The contributions in this book cover a wide range of topics from applied mathematics to geoengineering applications, re'ecting the breadth and depth of geomechanics research. The articles are peer reviewed and arranged in six parts: general aspects, constitutive modelling, micromechanics, analytical and numerical methods, granular materials and.
Discover Book Depository's huge selection of Richard Wan books online. Free delivery worldwide on over 20 million titles.
Progressive failure has been a classical problem in the field of geotechnical engineering and has attracted considerable attention in connection with slope stability and foundation problems. It is associated with strain localization or shear banding and is also related to damage in material structures.
As knowledge of the progressive failure mechanism increases, it is now necessary to 5/5(1). Failure is one of the most debated notions since many decades in geomechanics. On the one hand, the discrete nature of granular materials does not make it easy to define the notion from a.
Get this from a library. Bifurcation and Degradation of Geomaterials in the New Millennium: Proceedings of the 10th International Workshop on Bifurcation and Degradation in Geomaterials. [Kam-Tim Chau; Jidong Zhao] -- This book contains contributions to the 10th International Workshop on Bifurcation and Degradation in Geomaterials held in Hong Kong, MayPerceiving granular material as a collection of particles, a constitutive law for granular material is derived based on micromechanics approach, taking into account the mechanisms of sliding and separation of particles under large deformation.
Most granular materials are amorphous and disordered as realized up to now. However, crys-tal structures can be built by placing uniform particles on a regular lattice.
The second part of the thesis is about pattern transformation in two-dimensional granular crystals composed of bi-disperse soft and hard cylindrical particles. Kruyt N.P. () Micromechanics of the Critical State of Granular Materials. In: Yang Q., Zhang JM., Zheng H., Yao Y.
(eds) Constitutive Modeling of Geomaterials. Springer Series in. Summary. Cemented Granular Materials (CGMs) consist of a particle skeleton and a solid matrix partially filling the interstitial space. In this broad class we encounter a number of typical geotechnical materials such as sedimentary rocks (Sandstones, Conglomerates and Breccia) as well as naturally and artificially cemented sands.
The failure anisotropy of geomaterial is inherently related to the microstructure such as grain arrangement, bedding, and crack pattern. This paper presents a formulation of an anisotropic failure criterion in three-dimensional (3D) stress space on the basis of the combination of the SMP criterion and a material microstructure tensor proposed in previous publications.
This book contains contributions to the 10th International Workshop on Bifurcation and Degradation in Geomaterials held in Hong Kong, MayThis event marks the silver Jubilee anniversary of an international conference series dedicated to the research on localization, instability, degradation and failure of geomaterials since.
This textbook compiles reports written by about 35 internationally recognized authorities, and covers a range of interests for geotechnical engineers. Topics include: fundamentals for mechanics of granular materials; continuum theory of granular materials; and discrete element approaches.This book contains the scientific contributions to the 11th International Workshop on Bifurcation and Degradation in Geomaterials (IWBDG) held in Limassol-Cyprus, MayThe IWBDG series have grown in size and scope, since their inception 30 years ago in Germany, covering more and wider areas of geomaterials and geomechanics research.The Second International Symposium on Constitutive Modeling of Geomaterials: Advances and New Applications (IS-Model ), is to be held in Beijing, China, during OctoberThe symposium is organized by Tsinghua University, the International Association for Computer Methods and Advances.