The anchored sheet pile is a relatively new structure form, which is suitable for large civil engineering because of its short construction time and less materials consumption. However, since the stress state of the anchored sheet pile is complex, and difficult to calculate, this structure is limited in use. In order to understand the stress and deformation characteristics of the anchored sheet pile, and further popularize the use of the structure, some kinds of modeling method for this structure are analyzed in this paper. Results show that the traditional limit equilibrium method (LEM) obtains smaller structural response while the calculation results by elastic supporting method (EBM) and the finite element method (FEM) can be relatively accurate. On this basis, influences of surrounding soil on the stress and deformation characteristics of the anchored sheet pile structure based on FEM is further studied. To sum up, soil quality of upper and middle soil impact more on the stress and deformation of sheet pile, especially the middle soil. Soil quality of bottom soil impacts mainly on the whole sliding deformation of structure.
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