The sheet-pile wall has been generally used as a temporary retaining structure when the underground excavation is performed. The design parameters of sheet-pile wall are penetration depth, anchor pull and maximum bending moment. It was compared the me...
The sheet-pile wall has been generally used as a temporary retaining structure when the underground excavation is performed. The design parameters of sheet-pile wall are penetration depth, anchor pull and maximum bending moment. It was compared the methods of conventional design, using the design charts and bracing system design by analyzing and estimating the design parameters of sheet-pile wall in sand. It was suggested that can be applied the bracing system analysis method to the designing the sheet-pile wall.