Model study for prediction of settlement of loess-fill high embankments;

Model test of loess embankment treated by dynamic compaction;

The loess embankment slope is easy to have erosion, topsoil slip and other subgrade diseases under the action of natural conditions.

In the paper, a seepage model of infiltrating into unsaturated high-filled embankment was proposed and the corresponding analyzing program of stability of the bank was made on the basis of the simplified Bishops method, which can calculate the different depths of infiltrating into the embankment.

Stability computation method of highway loess dam-like embankment;