Fig 1.
The geometry of the study.
Table 1.
The parameters of the study.
Fig 2.
a) Simulation of the model considered in Plaxis 2D v20 and of which b) the scheme.
Table 2.
The properties of soil and the sheet pile materials.
Fig 3.
Approximate approaches: a) AP [19]; b) BK distribution [20, 58].
Fig 4.
The lateral forces acting on sheet pile wall.
Table 3.
Mmax values versus x1 / H, φ and Ls.
Fig 5.
The variation of Mmax values versus φ, Ls and x1 / H.
Fig 6.
The variation of Mmax values versus φ, Ls and x1 / H.
Table 4.
Mmax values versus φ, q, D, and Ls.
Table 5.
Mmax values versus φ, x1 / H, and R.
Fig 7.
Mmax values versus Ls and the STs of PZ22 and PZ40.
Table 6.
Mmax and Ux values versus x2 / H.
Fig 8.
The variation of a) bending moment and b) lateral deflection along the sheet pile.
Fig 9.
The variation of a) Mmax and b) Ux versus x1 / H.
Fig 10.
The variation of a) bending moment and b) lateral deflection along the sheet pile.
Table 7.
The variation of Mmax and Ux versus x1 / H.