Study on the Design Method for the Deformation State Control of Pile-Anchor Structures in Deep Foundation Pits

Figure 5

Soil reaction and deformation state bearing capacity of the built-in section at different internal friction angles: (a) φ = 45°, (b) φ = 40°, (c) φ = 35°, (d) φ = 30°, (e) φ = 25°, (f) φ = 20°, and (g) φ = 15°.

(a)

(b)

(c)

(d)

(e)

(f)

(g)