Study on the early settlement of the high-liquid limit soil embankment in southwest mountain areas

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

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.

The discussion of controlling methods for the high liquid limit soil subgrade compactness;

Use in fill and control in moisture content of high liquid limit soil;

Study on changing mechanism and engineering treatment method of high liquid limit soil of expressway embankment;