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Abstract Due to the complicated geological conditions and complex loads, the pile–soil interaction is a three-dimensional (3D) and highly nonlinear problem. Conventional numerical models have defic... Click to show full abstract
Abstract Due to the complicated geological conditions and complex loads, the pile–soil interaction is a three-dimensional (3D) and highly nonlinear problem. Conventional numerical models have defic...
Keywords:
soil interaction;
dimensional analysis;
three dimensional;
pile soil
Journal Title: International Journal of Geomechanics
Year Published: 2021
Link to full text (if available)
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Journal Title: International Journal of Geomechanics
Year Published: 2021
Link to full text (if available)
Share on Social Media: Sign Up to like & get
recommendations!