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

Figure 14

(a) Soil settlement of 0.41 H; (b) soil settlement of 0.33 H; (c) soil settlement of 0.27 H; (d) soil settlement of 0.21 H.

(a)

(b)

(c)

(d)