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Soil Dynamics and Earthquake Engineering, ISSN 0267-7261, 06/2013, Volume 49
The present paper deals with the influence of soil non-linearity, introduced by soil liquefaction, on the soil-foundation-structure interaction phenomena.... 
Journal Article
Soil Dynamics and Earthquake Engineering, ISSN 0267-7261, 06/2013, Volume 49
The present paper deals with the influence of soil non-linearity, introduced by soil liquefaction, on the soil-foundation-structure interaction phenomena.... 
Dynamic characteristics | Computer simulation | Parametric analysis | Liquefaction | Mathematical models | Soil (material) | Dynamical systems | Seismic phenomena
Journal Article
Engineering Structures, ISSN 0141-0296, 06/2013, Volume 51, pp. 166 - 177
This paper investigates the influence of the inelastic dynamic soil-structure interaction (DSSI) on the response of moment-resisting frame buildings. A... 
Journal Article
European Journal of Environmental and Civil Engineering, ISSN 1964-8189, 10/2016, Volume 20, Issue 9, pp. 971 - 1003
Soil is subjected to shear stress and/or displacements in numerous geotechnical applications. This leads to a large number of numerical models being developed... 
elastoplasticity | finite deformations | soil-structure interaction | grain breakage
Journal Article
Engineering Structures, ISSN 0141-0296, 04/2014, Volume 65, Issue 1, pp. 99 - 110
Journal Article
Journal of Geotechnical and Geoenvironmental Engineering, ISSN 1090-0241, 07/2013, Volume 139, Issue 7, pp. 1130 - 1139
Journal Article
Soil Dynamics and Earthquake Engineering, ISSN 0267-7261, 06/2013, Volume 49, Issue 1, pp. 27 - 38
The present paper deals with the influence of soil non-linearity, introduced by soil liquefaction, on the soil-foundation–structure interaction phenomena.... 
FOUNDATION | SAND | ENERGY | GEOSCIENCES, MULTIDISCIPLINARY | GROUND-MOTION | CENTRIFUGE TESTS | SOIL LIQUEFACTION | DYNAMICS | ENGINEERING, GEOLOGICAL | MEDIA | DAMAGE | COUNTERMEASURES | Engineering Sciences | Civil Engineering
Journal Article
Soil Dynamics and Earthquake Engineering, ISSN 0267-7261, 2010, Volume 30, Issue 7, pp. 600 - 613
The present work deals with the evaluation of the effect of the randomness of both soil parameters and input motion on the seismic response of a sandy soil... 
Constitutive model | Elastoplastic | Liquefaction | Monte Carlo simulation | PERFORMANCE | BEARING-CAPACITY | SIMULATION | DAMAGE | EARTHQUAKE GROUND MOTIONS | PORT STRUCTURES | GEOSCIENCES, MULTIDISCIPLINARY | DYNAMICS | ENGINEERING, GEOLOGICAL | MEDIA | Mechanics | Engineering Sciences | Mechanics of materials | Physics
Journal Article
International Journal of Geomechanics, ISSN 1532-3641, 2016, Volume 16, Issue 5, p. C4015006
Journal Article
International Journal of Geomechanics, ISSN 1532-3641, 10/2016, Volume 16, Issue 5
AbstractThis article presents an assessment of the effects of pore water pressure generation of the soil foundation on the seismic road embankment response.... 
Technical Paper | Road embankments | Numerical simulation | Site mitigation | Liquefaction-induced settlements | LIQUEFACTION | RISK | MODEL | IDENTIFICATION | SIMULATION | REMEDIATION | ENGINEERING, GEOLOGICAL | FOUNDATIONS | GROUND IMPROVEMENT | Embankments | Roads | Earthquakes | Liquefaction | Settling | Mathematical models | Assessments | Soil (material)
Journal Article
Soil Dynamics and Earthquake Engineering, ISSN 0267-7261, 11/2015, Volume 78, Issue 1, pp. 189 - 200
The paper studies the effect of preloading on the liquefaction cyclic strength of silty sands in the free field condition. This effect first is investigated by... 
Sands | Silty sands | Critical state | Liquefaction | Cyclic shear laboratory tests | Silts | Preloading | Numerical analyses | FINES | STATE | GEOSCIENCES, MULTIDISCIPLINARY | RESISTANCE | ENGINEERING, GEOLOGICAL | Soils | Silt | Soil mechanics | Analysis | Sand | Computer simulation | Methodology | Fatigue strength | Mathematical models | Soil (material) | Density | Engineering Sciences | Géotechnique | Civil Engineering
Journal Article
International Journal of Geomechanics, ISSN 1532-3641, 06/2012, Volume 12, Issue 3, pp. 220 - 228
AbstractGranular materials, such as sand, experience different stress paths in nature; and the behavior of granular materials depends on stress conditions.... 
Technical Papers | B value | Strain increment vector | DEM | Macro-micro behavior | Principal deviatoric strain | STRESS PATHS | SAND | BEHAVIOR | STRENGTH | DEFORMATION | FAILURE | ASSEMBLIES | ENGINEERING, GEOLOGICAL | b value | MEDIA | Stresses | Sand | Granular materials | Evolution | Fabrics | Mathematical models | Discrete element method | Strain | Mechanics | Engineering Sciences
Journal Article
Structural Safety, ISSN 0167-4730, 2011, Volume 33, Issue 1, pp. 51 - 63
This paper presents a study of the influence of inelastic dynamic soil–structure interaction (DSSI) on the seismic vulnerability assessment of buildings. The... 
Sensitivity | Dynamic soil–structure interaction | Inelastic behavior | Seismic fragility | Dynamic soil-structure interaction | EARTHQUAKE GROUND MOTIONS | ENGINEERING, CIVIL | FRAGILITY | EXPLICIT FINITE-ELEMENTS | LIQUEFACTION | SIMULATION | TRANSIENT ANALYSIS | Mechanics | Engineering Sciences | Mechanics of materials | Physics
Journal Article
Acta Geotechnica, ISSN 1861-1125, 10/2018, Volume 13, Issue 5, pp. 1041 - 1059
The increasing importance of performance-based earthquake engineering analysis points out the necessity to assess quantitatively the risk of liquefaction of... 
Strain localization | Dynamic analysis | FE modeling | Geotechnical Engineering & Applied Earth Sciences | Earthquake loading | Soil liquefaction | Continuum Mechanics and Mechanics of Materials | Structural Mechanics | Nonlinear coupled hydromechanical behavior | Engineering | Geoengineering, Foundations, Hydraulics | Soft and Granular Matter, Complex Fluids and Microfluidics | Instability | Soil Science & Conservation | FLOW LIQUEFACTION | PART I | SOILS | GROUND MOTIONS | ELASTOPLASTIC MODEL | INDUCED DEFORMATION | ENGINEERING, GEOLOGICAL | EARTHQUAKE | NUMERICAL-SIMULATION | GRANULAR-MATERIALS | Levees | Earthquake engineering | Seismic activity | Earth structure | Seismic stability | Lateral stability | Slope stability | Case studies | Risks | Earth | Earthquakes | Pore pressure | Pore water | Structures | Damage | Nonlinear systems | Seismic response | Framework | Water pressure | Dynamic response | Collapse | Evaluation | Damage assessment | Computer simulation | Liquefaction | Earthquake damage | Duration | Ground motion | Embankments | Soil settlement | Soils | Hydrostatic pressure | Settling | Computer applications | Structural damage | Dynamic stability | Nonlinearity | Pore water pressure | Mechanics of materials | Civil Engineering | Mechanics | Dynamique, vibrations | Engineering Sciences | Physics | Géotechnique
Journal Article
Soil Dynamics and Earthquake Engineering, ISSN 0267-7261, 2008, Volume 28, Issue 2, pp. 85 - 98
The present paper deals with the influence of soil non-linearity, introduced by soil liquefaction, on the soil–foundation–structure interaction phenomena. The... 
SSI | Constitutive model | Elastoplastic | Liquefaction | GEOSCIENCES, MULTIDISCIPLINARY | elastoplastic | SOIL LIQUEFACTION | ENGINEERING, GEOLOGICAL | liquefaction | POROUS-MEDIA | EARTHQUAKE | constitutive model | DAMAGE | Mechanics | Engineering Sciences | Mechanics of materials | Physics
Journal Article
Bulletin of the Seismological Society of America, ISSN 0037-1106, 02/2010, Volume 100, Issue 1, pp. 151 - 171
The objective of this article is to present the nonlinear response of a soft sedimentary site based on a one-dimensional inversion by a genetic algorithm of... 
STRONG GROUND MOTION | WEAK | RECORDS | GEOCHEMISTRY & GEOPHYSICS | CALIFORNIA | 1994 NORTHRIDGE | BEHAVIOR | JAPAN | BASIN | SITE RESPONSE | VALLEY DOWNHOLE ARRAY | Sciences of the Universe | Other
Journal Article