The Influence of Complex Subway Station Construction on High Retaining Walls and Appropriate Countermeasures

Figure 8

(a) Diachronic settlement curves of the measurement points at the wall bottom in the deformation joint #1. (b) Diachronic settlement curves of the measurement points at the wall bottom in the deformation joint #2. (c) Diachronic settlement curves of the measurement points at the wall bottom in the deformation joint #3.

(a)

(b)

(c)