Failure testing system and method for anti-slide piles in side slope prevention engineering
A technology for failure testing and prevention engineering, which is applied in basic structure engineering, basic structure testing, construction, etc., and can solve the problems of complex operation, high test parameter selection requirements, and high test cost.
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Embodiment 1
[0039] refer to Figure 1~3 , showing a stereoscopic view, a schematic side view and a schematic top view of a failure test system for anti-slide piles in slope prevention and control engineering according to the present invention, including:
[0040] The physical model of the slope, the physical model of the slope includes an anchor body fixed in the first model box 101, and a sliding body arranged in the second model box 102, and the second model box 102 is located in the first model box 101 directly above and connected with the first model box 101 by a pulley 103;
[0041] The anti-slide pile model, the anti-slide pile model includes a plurality of anti-slide piles, and the plurality of anti-slide piles pass through the sliding body and the anchor in the vertical direction and are fixed to the bottom surface of the first model box 101 ;
[0042] Detection system, the detection system includes a plurality of resistance strain gauges 108, earth pressure gauge 109, wherein: ...
Embodiment 2
[0063] refer to Figure 4 , shows a kind of failure test method of the present invention for the anti-slide pile in slope prevention and control engineering, utilizes the system in embodiment 1 to carry out test; Specifically can comprise the following steps:
[0064] S1: According to the seismic acceleration standard, determine the distance that the loading actuator 106 pushes the second model box 102 to move each time;
[0065] S2: Utilize the loading operating system to control the loading actuator 106 to push the second model box 102 to reciprocate continuously for the same distance, and gradually increase the loading actuator 106 to push the second model box 102 each time distance traveled;
[0066] S3: When the loading actuator 106 pushes the second model box 102 to move each time, the strain of the anti-sliding pile collected by the resistance strain gauge 108 and the impact of the sliding body collected by the earth pressure gauge 109 are The magnitude of the earth p...
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