By Pierre-Yves Hicher, Jian-Fu Shao
This name offers a complete evaluate of elastoplasticity in terms of soil and rocks. Following a basic define of the types of habit and their inner constitution, every one bankruptcy develops a unique sector of this topic with regards to the author's specific services. the 1st 1/2 the e-book concentrates at the elastoplasticity of soppy soils and rocks, whereas the second one part examines that of tough soils and rocks.Content:
Chapter 1 the most sessions of Constitutive family members (pages 1–30): Felix Darve
Chapter 2 Mechanisms of Soil Deformation (pages 31–76): Jean Biarez and Pierre?Yves Hicher
Chapter three Elastoplastic Modeling of Soils: Monotonous Loadings (pages 77–142): Philippe Mestat, Emmanuel Bourgeois and Philippe Reiffsteck
Chapter four Elastoplastic Modeling of Soils: Cyclic Loading (pages 143–186): Bernard Cambou and Pierre?Yves Hicher
Chapter five Elastoplastic habit of Ductile Porous Rocks (pages 187–210): Jian?Fu Shao and Shou?Yi Xie
Chapter 6 Incremental Constitutive family for Soils (pages 211–260): Rene Chambon, Felix Darve and Farid Laouafa
Chapter 7 Viscoplastic habit of Soils (pages 261–298): Pierre?Yves Hicher and Isam Shahrour
Chapter eight harm Modeling of Rock fabrics (pages 299–346): Andre Dragon
Chapter nine Multiscale Modeling of Anisotropic Unilateral harm in Quasi?brittle Geomaterials: formula and Numerical purposes (pages 347–376): Djimedo Kondo, Qizhi Zhu, Jian?Fu Shao and Vincent Pensee
Chapter 10 Poromechanical habit of Saturated Cohesive Rocks (pages 377–404): Jian?Fu Shao and Albert Giraud
Chapter eleven Parameter id (pages 405–432): Pierre?Yves Hicher and Jian?Fu Shao
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Extra info for Constitutive Modeling of Soils and Rocks
However, these models come up against a problem of parameter determination on account of the generally small number of experimental field data. From the outset of our study, we will present a number of experimental results which clearly show the soil’s mechanical behavior by drawing attention to the common aspects that do not rely on the nature of the constituents. This enables us to propose a mode of behavior applicable to a large range of materials. We will then discuss the possibility of relating the representative parameters of equivalent continuous medium to parameters representative of a discontinuous medium as well as the pertinent representation scales of this discontinuous medium.
Publ. Balkema, vol. 1, 335-345, 1980. [DAR 80] F. DARVE, “Une loi rhéologique incrémentale non-linéaire pour les solides”, Mech Res. , 7(4), 205-212, 1980. [DAR 82] F. DARVE and S. LABANIEH, “Incremental constitutive law for sands and clays. Simulations of monotonic and cyclic tests”, Int. J. Num. Anal. Meth. , 6, 243275, 1982. [DAR 87] F. DARVE, “L’écriture incrémentale des lois rhéologiques et les grandes classes de lois de comportement”, Manuel de Rhéologie des Géomatériaux, F. ), publ. Presses des Ponts et Chaussées, 129-152, 1987.
FLAVIGNY and M. MEGHACHOU, “Yield surfaces and principle of superposition revisited by incrementally non-linear constitutive relations”, Int. J. of Plasticity, 11(8), 927-948, 1995. The Main Classes of Constitutive Relations 29 [DAR 05a] F. DARVE and F. NICOT, “On incremental non-linearity in granular media. Phenomenological and multi-scale views”, Int. J. Num. Analyt. Meth. , 29(14), 1387-1410, 2005. [DAR 05b] F. DARVE and F. NICOT, “On flow rule in granular media. Phenomenological and multi-scale views”, Int.
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