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Numerical simulation of liquefaction phenomenon considering infinite boundary

https://doi.org/10.1016/j.soildyn.2020.106556

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What this work says

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Infinite elements

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Explicit finite element artificial boundary scheme for transient scalar waves in two‐dimensional unbounded waveguide

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FEM-FDM coupled liquefaction analysis of a porous soil using an elasto-plastic model

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Exact solutions to one-dimensional transient response of incompressible fluid-saturated single-layer porous media

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Centrifuge and Numerical Models to Investigate Liquefaction-Induced Response of Shallow Foundations with Different Contact Pressures

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Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes

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Simple model for transient soil loading in earthquake analysis. I. Basic model and its application

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Transient mechanical wave propagation in semi-infinite porous media using a finite element approach

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Study of pore pressure variation during liquefaction using two constitutive models for sand

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Estimation of settlement after soil liquefaction for structures built on shallow foundations

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Modeling of cyclic mobility in saturated cohesionless soils

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Transmitting Boundary for Axisymmetrical Dilation Problems

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Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations

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Initiation of Soil Liquefaction Under Static Loading Conditions

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Seismic Response of Gravity Quay Walls. II: Numerical Modeling

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Modeling Fully Coupled Oil–Gas Flow in a Dual-Porosity Medium

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3D Finite-Element Dynamic Analysis of Rigid Pavement Using Infinite Elements

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Dynamic Soil-Structure Interaction of a Gravity Quay Wall and the Effect of Densification in Liquefiable Sites

inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0001253openalex-snapshot

Centrifuge Tests of Adjacent Mat-Supported Buildings Affected by Liquefaction

inferredcites →https://doi.org/10.1061/ajgeb6.0000173openalex-snapshot

Liquefaction and Cyclic Mobility of Saturated Sands

inferredcites →https://doi.org/10.1061/ajgeb6.0000434openalex-snapshot

An Effective Stress Model for Liquefaction

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Soil Liquefaction and Cyclic Mobility Evaluation for Level Ground during Earthquakes

inferredcites →https://doi.org/10.1061/jsfeaq.0000493openalex-snapshot

Elastic Wave Velocities in Granular Soils

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Liquefaction of Saturated Sands During Cyclic Loading

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Simplified Procedure for Evaluating Soil Liquefaction Potential

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General Theory of Three-Dimensional Consolidation

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What points at this work

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