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An indoor dam model experimental device for bulk materials

A technique of bulk materials and model experiments, applied in the field of mine slope engineering, can solve problems such as inability to deeply study the failure mode of slopes, landslides and debris flow triggering mechanisms

Inactive Publication Date: 2015-11-04
KUNMING UNIV OF SCI & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] However, since there are many factors affecting the slope stability of tailings dams and dump sites, and they are composed of bulk materials, it is impossible to study the failure mode and the Its trigger mechanism for the initiation of landslides and mudslides

Method used

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  • An indoor dam model experimental device for bulk materials
  • An indoor dam model experimental device for bulk materials
  • An indoor dam model experimental device for bulk materials

Examples

Experimental program
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Effect test

Embodiment 1

[0035] Embodiment 1: as Figure 1-6As shown, an indoor dam model experimental device for bulk materials includes a simulated rainfall device A, a pressurization device B, a simulated experimental container C, and a combined force transfer plate; the upper part of the pressurized device B is equipped with a simulated rainfall device A, The lower part is equipped with a simulated experimental container C, and the combined force transmission plate is placed on the top of the bulk soil sample 32 in the simulated experimental container C.

[0036] The simulated rainfall device A includes a pressurization pump 2, a main pipe 4, a flow control valve 5, a flow meter 6, and a support frame 8; The main pipe 4 is installed on the support frame 8, the flow control valve 5 and the flow meter 6 are placed on the main pipe 4, the main pipe 4 is provided with a branch pipe 7, and the branch pipe 7 is provided with a water stop valve 1, and 4 rain devices are provided at the end 3. The bottom...

Embodiment 2

[0041] Embodiment 2: as Figure 1-6 As shown, an indoor dam model experimental device for bulk materials includes a simulated rainfall device A, a pressurization device B, a simulated experimental container C, and a combined force transfer plate; the upper part of the pressurized device B is equipped with a simulated rainfall device A, The lower part is equipped with a simulated experimental container C, and the combined force transmission plate is placed on the top of the bulk soil sample 32 in the simulated experimental container C.

[0042] The simulated rainfall device A includes a pressurization pump 2, a main pipe 4, a flow control valve 5, a flow meter 6, and a support frame 8; The main pipe 4 is installed on the support frame 8, the flow control valve 5 and the flow meter 6 are placed on the main pipe 4, the main pipe 4 is provided with a branch pipe 7, and the branch pipe 7 is provided with a water stop valve 1, and 6 rain devices are provided at the end 3. The botto...

Embodiment 3

[0047] Embodiment 3: as Figure 1-6 As shown, an indoor dam model experimental device for bulk materials includes a simulated rainfall device A, a pressurization device B, a simulated experimental container C, and a combined force transfer plate; the upper part of the pressurized device B is equipped with a simulated rainfall device A, The lower part is equipped with a simulated experimental container C, and the combined force transmission plate is placed on the top of the bulk soil sample 32 in the simulated experimental container C.

[0048] The simulated rainfall device A includes a pressurization pump 2, a main pipe 4, a flow control valve 5, a flow meter 6, and a support frame 8; The main pipe 4 is installed on the support frame 8, the flow control valve 5 and the flow meter 6 are placed on the main pipe 4, the main pipe 4 is provided with a branch pipe 7, the branch pipe 7 is provided with a water stop valve 1, and 10 rain devices are installed at the end 3. The bottom ...

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Abstract

Belonging to the geotechnical engineering field, the invention relates to an indoor stack dam model experimental device of a discrete material. The experimental device provided in the invention comprises a rainfall simulation device, a pressurizing device, a simulation experiment container, and a combined force transfer plate. The rainfall simulation device is arranged over the pressurizing device, below which the simulation experiment container is disposed, and the combined force transfer plate is placed on top of a discrete soil sample in the simulation experiment container. The device provided in the invention can be simulate the discrete slope stability under different rainfall intensity and seismic conditions, and simultaneously can change the rainfall scope, change the stress area of discrete model top steps, and can perform indoor stack dam model experiments under complex conditions.

Description

technical field [0001] The invention relates to an experimental device for indoor simulating on-site slope engineering, which is mainly used for indoor dam model experimental research on bulk slope engineering such as mine dumps and tailings dams, and belongs to mine slope engineering in geotechnical engineering . Background technique [0002] Bulk slopes such as dumps and tailings dams are important facilities for mining enterprises and an important link to ensure the normal production of mining enterprises. Now, with the construction of various factories and mines and the increasing scale of production, the amount of waste rocks and tailings discharged from mines has also increased sharply, which has led to increasingly prominent safety and environmental protection issues for many tailings dams and dumps. Tailings dams Vicious accidents such as landslides and mudslides in dumps, landslides and mud-rock flows occur from time to time. In addition, due to problems left over...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N33/24
Inventor 王光进孔祥云
Owner KUNMING UNIV OF SCI & TECH
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