Approach for Estimating Lateral Earth Pressure on Piles with Deformable Geofoam Inclusions

Puntos clave

• Lateral earth pressure significantly decreases when using deformable geofoam inclusions, improving stability.
• The analysis reveals results supporting enhanced structural integrity through effective material interaction.
• Observational analysis combines theoretical assessments and field data around diverse soil conditions to evaluate pressure impacts.
• This work highlights the necessity for advanced modeling in geotechnical engineering to optimize pile performance.