Determination of Embedded Depth of Soldier Piles in Pile-Anchor Supporting System in Granite Residual Soil Area

Figure 13

(a) Pile displacements of 0.41 H; (b) pile displacements of 0.33 H; (c) pile displacements of 0.27 H; (d) pile displacements of 0.21 H.

(a)

(b)

(c)

(d)