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Seismic Bearing Capacity of Foundation on Cohesionless Soil
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 ...
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)
Publisher: American Society of Civil Engineers
Equivalent Inclusion Approach for Micromechanics Estimates of Nanocomposite Elastic Properties
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 ...
Equivalent Inclusion Approach for Micromechanics Estimates of Nanocomposite Elastic Properties
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 ...
Micromechanical Analysis of Anisotropic Damage in Brittle Materials
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 ...
Micromechanical Approach to Nonlinear Poroelasticity: Application to Cracked Rocks
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 ...