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Numerical analysis of lateral bearing capacity of monopiles in clay, part 1: single uniform and isotropic soil layer with strength profile su = su1 × z

Haoran Ouyang, Zhiyu Gong, Mingxing Zhu, Hongbo Liu, Zhentao Liu, Guoliang Dai, Weiming Gong

2025Computers and Geotechnics20 citationsDOI

Topics & Concepts

IsotropyBearing capacityGeotechnical engineeringLayer (electronics)GeologyMaterials scienceStructural engineeringComposite materialEngineeringPhysicsOpticsGeotechnical Engineering and Soil StabilizationGeotechnical Engineering and Soil MechanicsGeotechnical Engineering and Underground Structures
Numerical analysis of lateral bearing capacity of monopiles in clay, part 1: single uniform and isotropic soil layer with strength profile su = su1 × z | Litcius