First Sentence:
Let a body B in an initial configuration C be subjected to a given deformation which results in a configuration C, where the body B occupies the volume V and is surrounded by the boundary V (Figure 2.1.1).
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Key Phrases - Statistically Improbable Phrases (SIPs):
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incremental boundary value problem, interparticle slip, dilatancy coefficient, porosity localizations, rectilinear deformation, shearing stress intensity, dilatancy constraint, elastoplastic stiffness tensor, stress obliquity, bifurcation strain, diffuse bifurcation, effective stress ratio, classical flow theory, dilatancy functions, mobilized friction, geometric compatibility conditions, biaxial apparatus, initial stress field, incremental displacement field, effective stress path, biaxial compression test, intergranular slip, soil mechanics literature, second deviatoric invariant, stress probes
Key Phrases - Capitalized Phrases (CAPs):
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New York, Ingenieur Archiv, Rock Mech, Solids Struct, Soils Foundations, Acta Mechanica, Academic Press, John Wiley, Soil Mech, Geotechnical Engineering, Mechanics of Generalized Continua, University of Minnesota, Mechanics of Incremental Deformations, Nonlinear Field Theories of Mechanics, References Aifantis, References Bardet, University of Waterloo Press
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