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

Figure 10

In situ monitoring points’ layout of the test section of Lvliang Airport. (a) Monitoring points during the intermission period (Elevation: 1143.6 m). (b) Monitoring points during the completion period (Elevation: 1158.5 m). (c) Measuring points layout from the top view of the 3D model.

(a)

(b)

(c)