Research on the methods to evaluate critical height of embankment on soft ground considered effect of reinforced cushion;

Upper-bound solution of critical height of slope considering soil and rock deformation;

Analysis of rupture surface and critical height of reinforced retaining wall with upper-bound theory;

The conception of high supercritical speed transport platform on the sea;

This test studied on the stability of geotube embankment with different slope rates under wave attack with different model water depths and different wave steepnesses;and the critical wave height resulted in the instability of the.