Research on the Stress and Deformation Characteristics of Circular Foundation Pit during Excavation in Sand Soil

Figure 9

Parameter verification of working condition 6. (a) No. 2 section ( = 0.0793). (b) No. 15 section ( = 0.05399). (c) No. 28 section ( = 0.066897). (d) No. 42 section ( = 0.062761).

(a)

(b)

(c)

(d)