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

<div>Relationship between <i>S</i><sub><i>f</i></sub><i>/H</i> and <i>H</i> under different average compaction degrees. (a) During the intermission period (1143.6 m). (b) During the completion period (1158.5 m).</div>

Shock and Vibration

fig17

Figure 17

Figure 17: Foundation Treatment Assessment and Postconstruction Settlement Prediction of a Loess High Fill Embankment: A Case Study 