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A Discrete Element-Based Approach to Calibrate Degradation Models of Uncertain Liquefiable Soils for the Seismic Analysis of Offshore Wind Turbines
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Global Sensitivity Analysis. The Primer
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Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading: LEAP-UCD-2017
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Influence of Soil Parameters on the Fatigue Lifetime of Offshore Wind Turbines with Monopile Support Structure
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Reborn and upgrading: Optimum repowering planning for offshore wind farms
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Insights from in-situ pore pressure monitoring around a wind turbine monopile
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p-y based approach to predicting the response of monopile embedded in soft clay under long-term cyclic loading
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Cyclic p-y curve model of piles subjected to two-way load considering the collapse and densification of sand
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A probabilistic analysis of the dynamic response of monopile foundations: Soil variability and its consequences
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Linking inherent anisotropy with liquefaction phenomena of granular materials by means of DEM analysis
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Calibration and implementation of a sand plasticity plane-strain model for earthquake engineering applications
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Generalized cyclic p–y curve modeling for analysis of laterally loaded piles
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Computation of degradation factors of p-y curves in liquefiable soils for analysis of piles using three-dimensional finite-element model
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Predicting long term performance of offshore wind turbines using cyclic simple shear apparatus
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Prediction of LEAP centrifuge test results using a pressure-dependent bounding surface constitutive model
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Impact of ground motion duration and soil non-linearity on the seismic performance of single piles
inferredcites →https://doi.org/10.1016/j.soildyn.2017.10.006openalex-extracted
Application of UBCSAND to the LEAP centrifuge experiments
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Geotechnical aspects of offshore wind turbine dynamics from 3D non-linear soil-structure simulations
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Stress-strain behavior and liquefaction strength characteristics of Ottawa F65 sand
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Numerical simulation of liquefaction phenomenon considering infinite boundary
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Hybrid fuzzy – stochastic 1D site response analysis accounting for soil uncertainties
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Generalized Cyclic-Degradation-Pore-Pressure Generation Model for Clays
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Analytical Approach for Seismic Performance of Extended Pile-Shafts
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Sand Liquefaction in Large-Scale Simple Shear Tests
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Nonlinear Behavior of Soft Clays during Cyclic Loading
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How granular materials deform in quasistatic conditions
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Factorial Sampling Plans for Preliminary Computational Experiments
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A Leap-frog Algorithm for Stochastic Dynamics
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Generalized Verlet Algorithm for Efficient Molecular Dynamics Simulations with Long-range Interactions
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Service reliability of offshore wind turbines
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Nonlinear cyclic behavior of laterally loaded pile in cohesive soil
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Using discrete element method (DEM) to create a cone penetration test (CPT)-based method to estimate the installation requirements of rotary-installed piles in sand
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Characterization of geotechnical variability
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Generalized dynamic Winkler model for nonlinear soil–structure interaction analysis
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A numerical study into lateral cyclic nonlinear soil–pile response
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Characterization of geotechnical variability
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Seismic Response of Monopile-Supported OWT Structure Considering Effect of Long-Term Cyclic Loading
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Comparing Estimates of Wind Turbine Fatigue Loads Using Time-Domain and Spectral Methods
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Linking cyclic stress and cyclic strain based methods for assessment of cyclic liquefaction triggering in sands
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A discrete numerical model for granular assemblies
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Soil–monopile interactions for offshore wind turbines
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PISA design model for monopiles for offshore wind turbines: application to a stiff glacial clay till
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Micromechanical investigation of liquefaction of granular media by cyclic 3D DEM tests
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Frequency effects in the dynamic lateral stiffness of monopiles in sand: insight from field tests and 3D FE modelling
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Numerical Comparison of Contact Force Models in the Discrete Element Method
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Derivation of Cyclic Stiffness and Strength Degradation Curves of Sands through Discrete Element Modelling
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Correlation for Design of Laterally Loaded Piles in Soft Clay
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Reliability analysis of offshore wind turbine foundations under lateral cyclic loading
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