Analysis of the Pile-Soil Combined Effect of Micropiles in Strengthening Expansive Soil Landslide in Southern Shaanxi Based on the Dynamic Soil Arch Model

Figure 1

Positive stress in y-direction under different swelling forces. (a) 0 kPa, (b) 9.92 kPa, (c) 15.06 kPa, and (d) 19.96 kPa.

(a)

(b)

(c)

(d)