A semi-analytical method for high retaining wall earth pressure in concrete face rockfill dam

Key Points

• High retaining wall earth pressure is effectively modeled using a semi-analytical method, providing valuable insights.
• The method incorporates principles of mechanics to analyze earth pressure in rockfill dams under various conditions.
• Observational analysis of parameters revealed that design improvements can significantly reduce potential structural failures.
• The findings highlight the need for more robust assessments in dam engineering, indicating overall construction safety.