Slope instability model inversion device and inversion method
A technology of slope instability and inversion, applied in the direction of measuring device, using stable tension/pressure to test material strength, preparation of test samples, etc., can solve problems such as single function of model box
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Embodiment 1
[0074] In the model box, the diameter of the first circular hole 30 is 7mm, the center-to-center distance between the left and right first circular holes 30 is 52mm, and the center-to-center distance between the first and bottom first circular holes 30 is 160mm;
[0075] The diameter of the second round hole 32 is 5.3mm, the center distance between the second round holes 32 is 26mm, and the thread diameter of the second round hole 33 is 8mm.
[0076] The size of the upper base 15 of the bracket 4 is: length 175mm, width 110mm; the size of the lower base 22 is: length 230mm, width 100mm; The fixed knob with external thread, the diameter of the fixed knob 47 is 7mm; the contact end of the fixed knob and the inner tube is provided with an elastic rubber layer, which helps to increase the friction between the fixed knob and the inner tube, and the friction between the inner tube and the outer tube The position is effectively fixed.
[0077] The side wall 1 and the rear wall 2 of ...
Embodiment 2
[0090] The method for carrying out inversion test using described slope slope instability model, comprises the steps:
[0091] 1. Set the slope height to 300mm, fix the panel 3 and the rear wall 2 according to the required slope angle and the distance from the slope shoulder to the top of the slope, and then fill the soil layer by layer and compact it. Multiple earth pressure gauges 7 and pore water pressure gauges 8 are embedded at depths of 50mm, 100mm, and 150mm from the top of the slope. Among them, earth pressure gauges and pore water pressure gauges are evenly arranged at equal intervals.
[0092] The method of filling the soil in the model box 1 is as follows: divide the sand and soil into multiple parts, compact each layer into six layers with a thickness of 50 mm and put them into the model box 1 respectively. The specific method is: take 3 sand samples respectively to measure the water content, take the average value, and record the water content; then calculate the...
Embodiment 3
[0101] The method for carrying out inversion test using described slope slope instability model, comprises the steps:
[0102] Set the slope height to 1000mm, fix the panel 3 and the rear wall 2 according to the required slope angle and the distance from the slope shoulder to the top of the slope, and then fill the soil layer by layer and compact it. Earth pressure gauge 7 and pore water pressure gauge 8 are buried at depths of 150mm, 300mm, 500mm, and 650mm from the top of the slope. Among them, earth pressure gauges and pore water pressure gauges are evenly arranged at equal intervals.
[0103] The filling method of the filling soil in the model box 1 is as follows: divide the sand into several parts, and compact each layer into ten layers with a thickness of 100 mm and put them into the model box 1 respectively. The specific method is: take 3 sand samples respectively to measure the water content, take the average value, and record the water content; then calculate the wei...
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