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

Figure 18

Crest PCS and differential PCS curves of the HFE. (a) PCS over monitoring duration. (b) PCS rate over monitoring duration. (c) Prediction of PCS. (d) Prediction error. (e) Comparison between prediction results and measured data. (f) Prediction PCS with the empirical method.

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