Mine natural disaster hazard source risk prevention mechanism management system and method
A technology of natural disasters and management methods, applied in the field of risk prevention mechanism management system of natural disasters in mines, can solve the problems of difficulty in ensuring the objectivity and accuracy of evaluation results, the complexity of natural disasters in mines, and the theoretical and systematic nature of expert scoring methods issues of sexual inadequacy
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Embodiment 1
[0160] Embodiment 1: Physical model dynamic evolution test analysis
[0161] 1. Model test design
[0162] 1.1 Test steps
[0163] The essence of the open-pit mining slope similarity model test is to use materials with similar mechanical properties to the prototype geotechnical materials to construct a model according to the set geometric similarity constants, and to simulate ore body mining and other working conditions on the model. Therefore, the selection of model test materials and the determination of the test plan are the key factors of the test. Focusing on these two aspects, this test mainly includes the following aspects:
[0164] (1) Determination of the prototype rock and soil parameters; the physical and mechanical parameters of the slope rock and soil mass are the basis of all analysis of the research object, and are also important theoretical parameters for the design of slope support. Therefore, in-situ tests and indoor rock block tests were carried out on the...
Embodiment 2
[0294] Example 2: Stability Analysis of Open-pit Mine Slope Excavation
[0295] Using FLAC 3D The evolution law of the stratified high and steep slope of Jianshan Phosphate Mine during mining activities is analyzed and studied.
[0296] Using FLAC 3D When carrying out computer numerical simulation, first establish the finite difference grid, determine the physical and mechanical parameters of the material and the constitutive model of the material, and specify the boundary conditions and initial conditions of the calculation model. The finite difference grid is used to define the result shape of the analysis model; the properties of the material and the corresponding constitutive model are used to characterize the mechanical response of the model under external forces; the boundary and initial conditions are used to define the initial state of the model. After completing the preparatory work for the above simulation, the initial state of the model can be solved, the excavati...
Embodiment 3
[0323] Embodiment 3: Slope Stability Control Technology
[0324]The ultimate goal of slope stability analysis and evaluation is to propose scientific, reasonable, and operable treatment technical solutions based on slope stability conditions to control slope landslide disasters, so as to achieve the purpose of disaster prevention and mitigation.
[0325] 1. Technical Analysis of Slope Stability Control in Open Pit Mine
[0326] The slope stability of open-pit mines is a major problem that affects and plagues mine production and safety. Compared with other slope engineering, open-pit mine slope has the following characteristics: With the different stages of mine production, the understanding of the stability of open-pit mine slope is gradually deepened. Figure 13 It is a block diagram of dynamic research on slope stability and control technology in open-pit mines.
[0327] 2. Research on slope deformation control measures in the study area
[0328] Through the numerical ana...
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