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Abstract Strength characteristics of loose to medium dense sand deposits improved by sand compaction piles (SCPs) are assessed by performing three-dimensional (3D) finite-element analysis using PLA... Click to show full abstract
Abstract Strength characteristics of loose to medium dense sand deposits improved by sand compaction piles (SCPs) are assessed by performing three-dimensional (3D) finite-element analysis using PLA...
Keywords:
sand compaction;
finite element;
dimensional finite;
three dimensional;
element analysis;
sand
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!