Analysis and Design of Anchored Sheet-Pile Walls: Theoretical Comparisons, Experimental Validation, and Practical Procedures

Anchored sheet-pile walls (ASPWs) are widely used as earth-retaining structures in engineering practice. The difficulty in analyzing sheet piles arises because the loading on the wall is a function of the deformation of the soil and the sheet-pile configuration. This paper discusses the predictions of different theoretical solutions for ASPWs, and it briefly presents and discusses four main theories of ASPWs: the two distribution theories, the finite element method, and Rowe’s theory. The effect of different influencing factors on the behavior and design of ASPWs is also examined. The above theoretical solutions are evaluated experimentally through measurements of strains, deflections, tie-rod force, and tie-rod yield on a small-scale sheet-pile model tested in a sandbox. The four theories provide an acceptable analytical solution for the ASPW problem under the given conditions. However, no theory fully predicts the behavior of ASPWs over the entire range of the different design parameters: soil conditions, sheet-pile flexibility, dredge depth, anchor location, and anchor yield. This paper proposes simple charts and tables for SPW design based on extrapolation between distribution theories while accounting for sheet pile flexibility and other influencing parameters. Illustrating examples for the proposed design procedure are provided.