Mechanics of Geomaterial Interfaces

Mechanics of Geomaterial Interfaces

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The subject of geomaterial interfaces recognizes the important influences of the interface behaviour on the performance of interfaces involving cementaceous materials such as concrete and steel, ice-structure interfaces, concrete-rock interfaces and interfaces encountered in soil reinforcement. During the past two decades, the subject of geomaterial interfaces has attracted the concerted attention of scientists and engineers both in geomechanics and applied mechanics. These efforts have been largely due to the observation that the conventional idealizations of the behaviour of interfaces between materials by frictionless contact, bonded contact, Coulomb friction or finite friction tend to omit many interesting and important influences of special relevance to geomaterials. The significant manner in which non-linear effects, dilatancy, contact degradation, hardening and softening, etc., can influence the behaviour of the interface is borne out by experimental evidence. As a result, in many instances, the response of the interface can be the governing criterion in the performance of a geomechanics problem. The primary objective of this volume is to provide a documentation of recent advances in the area of geomaterial interfaces. The volume consists of subject groupings which cover ice-structure, soil-structure and steel-concrete interfaces, mechanics of rock and concrete joints and interfaces in discrete systems.Geotechn. 7 ( 1989) 133-151. J.G. Rots and J.C.J. Schellekens: Interface elements in concrete mechanics. ... D.C. Drucker: Coulomb friction, plasticity and limit loads. J. Appl. Mech. ... G.N. Pande and S. Pietruszczak: Symmetric tangential stiffness formulation for nonassociated plasticity. Comput. ... J . Lubliner: On uniqueness of solutions in generalized plasticity at infinitesimal deformations. Int. J. Solidsanbsp;...

Title:Mechanics of Geomaterial Interfaces
Author: A.P.S. Selvadurai, M.J. Boulon
Publisher:Elsevier - 1995-01-30

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