Deformation Response and Safety Evaluation of Buildings Affected by Subway-Station Construction

Figure 3

Longitudinal geological profile of the K0 + 600–K1 + 074 section of the Gongchang road project. (a) Silty clay. (b) Fine powder sand. (c) Sandy pebble. (d) Sandy pebbles are interlaced with silty clay.

(a)

(b)

(c)

(d)