Testing device for measuring slope movement and valley bottom accumulation of landslide dam material
A test device and a damming body technology are applied in the field of test devices for measuring the slope movement of damming body materials and the accumulation of valley bottoms, which can solve the key elements of damming dams, the accumulation characteristics of damming dams, and the materials that do not consider the initial starting rate of debris. Distribution laws are limited to qualitative descriptions and other issues
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Embodiment 1
[0043] This example introduces the specific structure of a test device for measuring slope movement and bottom accumulation of damming body materials.
[0044] Please refer to figure 1 and figure 2 , figure 1 A schematic diagram of the three-dimensional structure of the test device for measuring the slope movement of the damming body material and the accumulation at the bottom of the valley provided by the present invention, figure 2 The schematic diagram of the three-dimensional structure of the test device for measuring the slope movement and valley bottom accumulation of the damming body material provided by the present invention is a cross-sectional view in the direction of A-A', which shows a test device for measuring the slope movement and valley bottom accumulation of the damming body material, It includes a material box 1, a beam 2, a vertical bar 3, a telescopic frame 4, an inclined groove 5, a concave groove 9, a blocking plate 10 and a platform 12.
[0045] Fur...
Embodiment 2
[0053] Based on the above-mentioned embodiment 1, this embodiment mainly introduces the structure of the concave groove 9 and the barrier plate 10 in the test device for measuring the slope movement and bottom accumulation of the damming body material.
[0054] Please refer to image 3 , image 3 The schematic diagram of the three-dimensional structure of the test device for measuring the slope movement of the damming body material and the accumulation at the bottom of the valley provided by the present invention is an enlarged view of the circle of the cross-sectional view in the A-A' direction, which shows that the concave groove 9 is an asymmetrical "U" ” type structure, the concave groove 9 includes a left arc plate 91, a middle hinge 92 and a right rolling leaf arc plate 93, the left arc plate 91 is connected with the bottom plate of the inclined groove 5 through a movable hinge 6, and the middle hinge 92 is fixed on the platform 12. One end of the right leaf-rolling arc...
Embodiment 3
[0062] Based on the above-mentioned embodiment 2, this embodiment mainly introduces a method for simulating the slope movement of granular materials and the method for particle separation and valley bottom accumulation of a test device for measuring slope movement and valley bottom accumulation of damming materials.
[0063] A method for simulating slope movement particle separation and valley bottom accumulation of granular materials in a test device for measuring slope movement and valley bottom accumulation of damming body materials, comprising the following steps:
[0064] Step 1: Dye the particles with a particle size of 40-60, 20-40, 10-20, 5-10 and 2-5 into five colors of red, yellow, green, blue and purple respectively, and the particles of 0.075-2mm are white, Configure soil and stone according to the test gradation, and place it statically in the material box 1;
[0065] Step 2: Adjust the horizontal and vertical positions of the material box 1 to the test value, and...
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