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A Modified Method for Rotation Point Depth Prediction in Rigid Piles Considering Pile-Soil Characteristics

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Determination of parameters of a hypoplastic constitutive model from properties of grain assemblies
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A simple hypoplastic constitutive model for sand
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The soilmodels.info project
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An outline of hypoplasticity
inferredcites →https://doi.org/10.1007/s40722-021-00193-zopenalex-extracted
Ultimate lateral capacity of single piles in cohesionless soils
inferredcites →https://doi.org/10.1016/0167-6636(96)00006-3openalex-extracted
Hypoplastic constitutive model with critical state for granular materials
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Quantifying the influence of pile diameter on the load transfer curves of laterally loaded monopile in sand
inferredcites →https://doi.org/10.1016/j.compgeo.2015.02.014openalex-extracted
Tunnelling under pile groups and rafts: Numerical parametric study on tension effects
inferredcites →https://doi.org/10.1016/j.marstruc.2020.102727openalex-extracted
Static and dynamic loading behavior of a hybrid foundation for offshore wind turbines
inferredcites →https://doi.org/10.1016/j.marstruc.2022.103225openalex-extracted
A simple rotational spring model for laterally loaded rigid piles in sand
inferredcites →https://doi.org/10.1016/j.oceaneng.2017.02.011openalex-extracted
Monopiles in offshore wind: Preliminary estimate of main dimensions
inferredcites →https://doi.org/10.1016/j.oceaneng.2020.107228openalex-extracted
New p-y curve model considering vertical loading for piles of offshore wind turbine in sand
inferredcites →https://doi.org/10.1016/j.soildyn.2020.106223openalex-extracted
Impact of the installation on the long-term cyclic behaviour of piles in sand: A numerical study
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2006)132:4(456)openalex-extracted
Influence of Torque on Lateral Capacity of Drilled Shafts in Sands
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2006)132:8(1108.2)openalex-extracted
Discussion of “Ultimate Lateral Resistance to Piles in Cohesionless Soils” by Linyang Zhang, Francisco Silva, and Ralph Grismala
inferredcites →https://doi.org/10.1061/(asce)gm.1943-5622.0000633openalex-extracted
Numerical Analysis of Large-Diameter Monopiles in Dense Sand Supporting Offshore Wind Turbines
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0001698openalex-extracted
Static Response of Monopile to Lateral Load in Overconsolidated Dense Sand
inferredcites →https://doi.org/10.1061/jsfeaq.0000611openalex-extracted
Lateral Resistance of Piles in Cohesive Soils
inferredcites →https://doi.org/10.1061/jsfeaq.0000614openalex-extracted
Lateral Resistance of Piles in Cohesionless Soils
inferredcites →https://doi.org/10.1080/19648189.2018.1506828openalex-extracted
Numerical study of diameter effect on accumulated deformation of laterally loaded monopiles in sand
inferredcites →https://doi.org/10.1139/cgj-2013-0475openalex-extracted
Effect of load eccentricity and stress level on monopile support for offshore wind turbines
inferredcites →https://doi.org/10.1139/cgj-2021-0487openalex-extracted
Ultimate soil resistance of the laterally loaded pile in uniform sand
inferredcites →https://doi.org/10.1139/t81-021openalex-extracted
Lateral resistance and deflection of rigid walls and piles in layered soils
inferredcites →https://doi.org/10.1139/t87-034openalex-extracted
Nonlinear analysis of laterality loaded piles in cohesionless soils
inferredcites →https://doi.org/10.1139/t88-056openalex-extracted
Lateral resistance and deflection of flexible piles
inferredcites →https://doi.org/10.1680/geot.7.00196openalex-extracted
Response of stiff piles in sand to long-term cyclic lateral loading
inferredcites →https://doi.org/10.1680/gr.15.00001openalex-extracted
A numerical study on offshore wind turbines embedded in sands
inferredcites →https://doi.org/10.1680/jgeot.21.00149openalex-extracted
Numerical investigation of the monotonic drained lateral behaviour of large-diameter rigid piles in medium-dense uniform sand
inferredcites →https://doi.org/10.1680/jgeot.21.00200openalex-extracted
Effects of embedding depth and load eccentricity on lateral response of offshore monopiles in dense sand: a centrifuge study
inferredcites →https://doi.org/10.18690/actageotechslov.16.1.53-69.2019openalex-extracted
Numerical analysis of the behaviour of a large-diameter monopile for offshore wind turbines
inferredcites →https://doi.org/10.2174/1874149501711010748openalex-extracted
Design of Direct Embedment Foundations for Poles Under Moment Loads in Granular Soils
inferredcites →https://doi.org/10.3208/sandf.39.2_21openalex-extracted
Lateral Capacity of Model Rigid Piles in Cohesionless Soils
inferredcites →https://doi.org/10.3208/sandf.51.915openalex-extracted
Experimental Investigation of Laterally Loaded Piles in Sand Under Multilayered Conditions
inferredcites →https://doi.org/10.3390/en13236431openalex-extracted
Numerical Analysis of the Deformation Performance of Monopile under Wave and Current Load
inferredcites →https://doi.org/10.3390/jmse9060618openalex-extracted
Influence of Pile Diameter and Aspect Ratio on the Lateral Response of Monopiles in Sand with Different Relative Densities
inferredcites →https://doi.org/10.4043/29373-msopenalex-extracted
PISA Design Methods for Offshore Wind Turbine Monopiles
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