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1.	Original version of the author's contribution as presented on USB, paper 1749.: PDF Numerical Modeling of Discrete Spatial Heterogeneity in Seismic Risk Analysis: Application To Treatment of Liquefied Soil Foundations Lopez-Caballero, Fernando ; Montoya-Noguera, Silvana A binary mixture model is proposed to study the effects on liquefaction-induced settlement after soil improvement based on the consideration of the added spatial variabil [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on USB, paper 1765.: PDF Coupling of Soil-Structure Interaction and Nonlinear Response of Liquefiable Soils Montoya-Noguera, Silvana ; Lopez-Caballero, Fernando The current seismic design philosophy is based on nonlinear behavior of structures where the foundation soil is often simplified by a modification of the input accelerati [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, section: CD-RS 08 GEOTECHNICAL EARTHQUAKE ENGINEERING .: PDF Effect of Coupling Excess Pore Pressure and Soil Deformation on the Nonlinear Response Montoya-Noguera, S. ; Lopez-Caballero, F. The development of excess pore pressure (∆pw ) and consequent reduction in effective stress leads to the softening of a liquefiable soil deposit that can alter ground m [...] Detailed record - Similar records

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