Reservoir Landslide Physical Modelling under Ice-Snow Melting and Reservoir Water Combined Action
Table 3
Ice-snow melting model test conditions.
Stage
Combination of boundary conditions
Time
Combined action of reservoir water and ice-snow melting
(1) Build the model bank slope and calibrate the buried sensor which is then debugged to meet the standard. Stable initial settlement of the bank slope is achieved when the similar materials of the bank slope reach the initial volumetric water content of the test, i.e., 22–24%; (2) Evenly pave the ice and snow with a thickness of 30 cm in the 50 m2 test bank slope soil; (3) The water rises at a speed of 25 cm/h from the bottom (0 cm) of the dam to the high water level at 100 cm; (4). The water at the high water level of 100 cm in the model tank is fused with the ice-snow melting water until it completely melts.
