A device and method for obtaining test data of landslide retaining structure
A technology of test data and retaining structures, which is applied in the field of equipment for obtaining test data of landslide retaining structures, can solve problems such as cumbersome operation, high requirements for mechanical properties of the device, and changes in soil parameters, so as to ensure accuracy and reduce test costs Effect
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Embodiment 1
[0042] Such as figure 2 , image 3 and Figure 4As shown, the present embodiment provides a device for obtaining test data of a landslide retaining structure, the device comprising: a sliding body material 1, a supporting structure, a sliding bed material 2, an anti-sliding pile 3 and a data acquisition mechanism, the sliding The body material 1 is used to simulate a slope; the support structure is used to support the slide body material 1; the slide bed material 2 is used to simulate bedrock, and the slide bed material 2 is arranged at the bottom of the slide body material 1 One side of the sliding bed material 2 can move to the other side of the sliding body material 1; the bottom of the anti-sliding pile 3 is fixedly arranged in the sliding bed material 2, and the anti-sliding pile 3 The top of the slide is set through the slide body material 1; the data collection mechanism is used to collect the test data of the landslide retaining structure.
[0043] It can be unders...
Embodiment 2
[0059] Such as figure 1 As shown, this embodiment provides a method for obtaining test data of a landslide retaining structure, and the method includes step S1, step S2, step S3, step S4 and step S5.
[0060] Step S1, obtaining the first information, the first information is the physical parameter information of the anti-slide pile, the geological information of the landslide and the physical parameter information of the sliding body;
[0061] Step S2, sending the first information to the first module to obtain second information, the first module is a module for building a three-dimensional model according to the first information, and the second information is model parameter information of the experimental area ;
[0062] Step S3, sending a first command, the first command is to establish an anti-slide pile model and a landslide model according to the second information, and arrange preset stress sheets and preset pressure cells to conduct experiments;
[0063] Step S4, o...
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