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Numerical analysis of pile behaviour under lateral loads in layered elastic–plastic soils
SUMMARY This paper presents results from a flnite element study on the behavior of a single pile in elastic{plastic soils. Pile behavior in uniform sand and clay soils as well as cases with sandExpand
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COMPUTATIONAL GEOMECHANICS
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Time domain simulation of soil-foundation-structure interaction in non-uniform soils
Presented here is a numerical investigation of the influence of non-uniform soil conditions on a prototype concrete bridge with three bents (four span) where soil beneath bridge bents are variedExpand
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Implicit integrations in elastoplastic geotechnics
The paper presents the derivation of a fully implicit Newton algorithm for direct integration of constitutive equations, in extended stress-internal variable space, involving hardening or softeningExpand
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Physically based methods for tensor field visualization
TLDR
We present a visualization method tailored specifically to the class of tensor field exhibiting properties similar to stress and strain tensors, which are commonly encountered in geomechanics. Expand
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Identification of material parameters based on Mohr-Coulomb failure criterion for bisphosphonate treated canine vertebral cancellous bone.
Nanoindentation has been widely used to study bone tissue mechanical properties. The common method and equations for analyzing nanoindentation, developed by Oliver and Pharr, are based on theExpand
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Assessment of seismic soil liquefaction triggering beneath building foundation systems
Although there exist some consensus on seismic soil liquefaction assessment of free field level soil sites, estimating liquefaction triggering potential beneath foundations still stays as aExpand
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Evaluation of variation of permeability in liquefiable soil under earthquake loading
Abstract Liquefaction phenomenon is usually accompanied by large amounts of settlement owing to disruption of soil structure. In addition to that, large settlement also occurs by a significantExpand
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Numerical simulation of fully saturated porous materials
Fully coupled, porous solid–fluid formulation, implementation and related modeling and simulation issues are presented in this work. To this end, coupled dynamic field equations with u−p−UExpand
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Physical and Numerical Modeling of Nonlinear Cyclic Load-Deformation Behavior of Shallow Foundations Supporting Rocking Shear Walls
A shear wall supported by a shallow foundation system is a commonly used seismic-force-resisting structural building system, yet there are many unresolved issues regarding their design andExpand
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