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    Seismic Bearing Capacity of Foundation on Cohesionless Soil 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 003
    Author(s): L. Dormieux; A. Pecker
    Publisher: American Society of Civil Engineers
    Abstract: The seismic bearing capacity of a strip-surface foundation resting on a Mohr-Coulomb material is evaluated. The upper-bound theorem of the yield design theory is used to obtain an estimate of the ultimate load. The loading ...
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    Discussion of “<i>Influence of Seepage on Stability of Sandy Slope</i>” by C. van Rhee and A. Bezuijen (August, 1992, Vol. 118, No. 8) 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 012
    Author(s): P. de Buhan; L. Dormieux
    Publisher: American Society of Civil Engineers
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    Equivalent Inclusion Approach for Micromechanics Estimates of Nanocomposite Elastic Properties 

    Source: Journal of Nanomechanics and Micromechanics:;2016:;Volume ( 006 ):;issue: 002
    Author(s): L. Dormieux; E. Lemarchand; S. Brisard
    Publisher: American Society of Civil Engineers
    Abstract: Classical micromechanics approaches for heterogeneous media assume perfect bonding between phases, implying that both displacement and stress vectors are continuous across the interface between the phases. When nanoinclusions ...
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    Equivalent Inclusion Approach for Micromechanics Estimates of Nanocomposite Elastic Properties 

    Source: Journal of Nanomechanics and Micromechanics:;2016:;Volume ( 006 ):;issue: 002
    Author(s): L. Dormieux; E. Lemarchand; S. Brisard
    Publisher:
    Abstract: Classical micromechanics approaches for heterogeneous media assume perfect bonding between phases, implying that both displacement and stress vectors are continuous across the interface between the phases. When nanoinclusions ...
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    Micromechanical Analysis of Anisotropic Damage in Brittle Materials 

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 008
    Author(s): V. Pensée; D. Kondo; L. Dormieux
    Publisher: American Society of Civil Engineers
    Abstract: A general three-dimensional micromechanical approach to modeling anisotropic damage of brittle materials such as concrete, rocks, or certain ceramics is presented. Damage is analyzed as a direct consequence of microcracks ...
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    Micromechanical Approach to Nonlinear Poroelasticity: Application to Cracked Rocks 

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 008
    Author(s): V. Deudé; L. Dormieux; D. Kondo; S. Maghous
    Publisher: American Society of Civil Engineers
    Abstract: This paper considers a saturated porous medium in which the matrix is a cracked solid. Progressive crack closure is responsible for an overall nonlinear poroelastic behavior. The state equations of nonlinear poroelasticity ...
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    DSpace software copyright © 2002-2015  DuraSpace
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