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

<div>Mechanical parameters of compacted <i>Q</i><sub>3</sub> loess. (a) Compression modulus of soil samples at various stress levels. (b) The cohesion of soil samples at various compaction degrees and water contents. (c) Internal friction angle of soil samples at various compaction degrees and water contents.</div>

Shock and Vibration

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Figure 6

Figure 6: Foundation Treatment Assessment and Postconstruction Settlement Prediction of a Loess High Fill Embankment: A Case Study 