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- Publications
- Influence
Numerical analysis of pile behaviour under lateral loads in layered elastic–plastic soils
- Z. Yang, B. Jeremic
- Engineering
- 10 December 2002
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 sand… Expand
Time domain simulation of soil-foundation-structure interaction in non-uniform soils
- B. Jeremic, Guanzhou Jie, M. Preisig, Nima Tafazzoli
- Engineering
- 25 April 2009
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 varied… Expand
Implicit integrations in elastoplastic geotechnics
- B. Jeremic, S. Sture
- Mathematics
- 1 April 1997
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 softening… Expand
Physically based methods for tensor field visualization
- I. Hotz, Louis Feng, H. Hagen, B. Hamann, K. Joy, B. Jeremic
- Computer Science
- IEEE Visualization
- 10 October 2004
TLDR
Identification of material parameters based on Mohr-Coulomb failure criterion for bisphosphonate treated canine vertebral cancellous bone.
- X. Wang, Matthew R. Allen, D. Burr, Enrique J. Lavernia, B. Jeremic, David P. Fyhrie
- Materials Science, Medicine
- Bone
- 1 October 2008
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 the… Expand
Assessment of seismic soil liquefaction triggering beneath building foundation systems
- K. Cetin, Berna Unutmaz, B. Jeremic
- Engineering
- 1 December 2012
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 a… Expand
Evaluation of variation of permeability in liquefiable soil under earthquake loading
- H. Shahir, A. Pak, M. Taiebat, B. Jeremic
- Engineering
- 1 March 2012
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 significant… Expand
Numerical simulation of fully saturated porous materials
- B. Jeremic, Zhao Cheng, M. Taiebat, Y. Dafalias
- Engineering
- 1 September 2008
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−U… Expand
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 and… Expand
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