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

Figure 8

Parameter verification of working condition 3. (a) No. 2 section ( = 0.63106). (b) No. 15 section ( = 0.144479). (c) No. 28 section ( = 0.376336). (d) No. 42 section ( = 0.095349).

(a)

(b)

(c)

(d)