Micromechanics of failure in granular geomaterials
Read Online
Share

Micromechanics of failure in granular geomaterials

  • 338 Want to read
  • ·
  • 11 Currently reading

Published by ISTE, Wiley in London, UK, Hoboken, NJ .
Written in English

Subjects:

  • Soil mechanics,
  • Granular materials -- Plastic properties,
  • Shear strength of soils,
  • Fracture mechanics,
  • Micromechanics

Book details:

Edition Notes

Includes bibliographical references and index.

Statementedited by Francois Nicot, Richard Wan.
ContributionsNicot, Francois., Wan, Richard.
Classifications
LC ClassificationsTA711 .M5313 2009
The Physical Object
Paginationp. cm.
ID Numbers
Open LibraryOL24043837M
ISBN 109781848211285
LC Control Number2009030937

Download Micromechanics of failure in granular geomaterials

PDF EPUB FB2 MOBI RTF

  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 ,