Settlement Prediction Based on the Relationship between the Empirical and Analytical Solutions of a Cylindrical Cavity under Undrained Conditions

Figure 9

Ground displacement with variable . (a)  = 0.040 m. (b)  = 0.041 m. (c)  = 0.058 m. (d)  = 0.068 m.

(a)

(b)

(c)

(d)