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|
Purchase Micromechanics of Granular Materials, Volume 20 - 1st Edition. Print Book & E-Book. ISBN , Book 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. ISBN , 3. 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. 3). Fig. 2. 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, May ,