Foundation Treatment Assessment and Postconstruction Settlement Prediction of a Loess High Fill Embankment: A Case Study

Figure 12

PCS versus monitoring date curves of surface and foundation. (a) No. 2 platform (1077.0 m). (b) No. 5 platform (1107.0 m). (c) No. 6 platform (1117.0 m). (d) Top of the high fill (1158.5 m).

(a)

(b)

(c)

(d)