Roadbed soil displacement field and seepage field visualized testing apparatus under seepage moving vehicle dynamic load and testing method thereof
A test device and technology of subgrade soil, applied in the direction of foundation structure test, soil material test, measuring device, etc., can solve the problem of subgrade soil displacement field and seepage field being invisible, so as to overcome soil strain and displacement unmeasurable , reasonable structure and convenient operation
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Embodiment 1
[0050] The first step: place the support 2 and the model test tank 14 in a flat field, and keep the light uniform in the field. In this example, the size of the upper and lower sides of the support is 2500 (long) * 500 (wide) (unit; mm); in this example, the model test tank 14 is made of plexiglass that meets the light transmission requirements, and its size is 2000 (long) × 250 (width) × 250 (height) (unit: mm), the wall thickness is 5mm, the upper part is open, the bottom is connected with the bracket 2 and several openings are provided at the same position to be connected with the water supply pipe 19; the model test tank 14 Layers of pebbles 5 are laid on the bottom to simulate the impact of seepage fluid on saturated transparent soil 13 under real conditions.
[0051] According to the physical and mechanical parameters (mainly including friction angle, cohesion, void ratio, water content, etc.) of the embankment soil simulated in this test, the mix ratio of saturated tran...
Embodiment 2
[0062] Example 1 uses the method of increasing the vibration frequency of the loading function in the load simulation system to study the influence of dynamic loads on the displacement field and seepage field change of the subgrade soil under the condition of constant seepage water head. The influence of displacement field and seepage field change, can change the implementation mode of step five, six, seven on the basis of embodiment 1, concrete improvement is as follows: open hydraulic oil pump device 6, at first control servo actuating arm 7 to descend by computer 10 The roller 8 has just touched the loading plate 4 of the roadbed model, and then the control mode of the loading function is selected by the computer 10 to simulate the vibration waveform under different traffic loads, and the loading shaft 12 and the roller 8 are loaded; the outer roller 8 in this example Wrapped with a rubber sleeve; the vibration waveform adopted in this example is a high-order Fourier (Fourie...
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