Simulation test platform for researching geotechnical engineering with potential failure surface

A technology of geotechnical engineering and simulation test, which is applied in the direction of soil material testing, using stable tension/compression to test material strength, material inspection products, etc. It can solve problems such as unpredictable effects, inability to reinforce and repair, and inability to repeat tests. Achieve the effect of shortening the construction period

Active Publication Date: 2018-05-22
CENT SOUTH UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

According to domestic reports so far, most of the slope simulation tests are aimed at specific solid solid models of engineering fillings, and heavy objects are placed on the sliding mass to exert gravity to cause potential sliding of the sliding mass; however, it is impossible to simulate the geological structural stress outside the engineering entity The actual effect of the field on the sliding body cannot be observed, and the effect of the groundwater body on the weak structural surface and sliding surface cannot be observed, let alone repeated experiments for the same project to change the weak surface and boundary conditions to explore the actual unknown shape of the weak surface
Another application market--subterranean engineering simulation tests are mostly x, h two-dimensional plane tests, which focus on the effect of the geological structural stress field on the surrounding rock of the chamber; however, the size effect of the two-dimensional plane solid model cannot form groundwater The flow field cannot simulate the softening and dissolution of groundwater on the weak surface of the geological structure, let alone the formation and change of the groundwater seepage network of the rock mass under the stress of the geological structure; especially after the two-dimensional model is damaged, it cannot be reinforced Repair, so it is impossible to predict the effect of the same model after reinforcement and repair

Method used

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  • Simulation test platform for researching geotechnical engineering with potential failure surface
  • Simulation test platform for researching geotechnical engineering with potential failure surface
  • Simulation test platform for researching geotechnical engineering with potential failure surface

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0050] See attached figure 1 , 2 , 3, 4, 5, a kind of geotechnical engineering simulation test platform of the present invention has potential damage surface; Through simulation test platform system, false triaxial loading system, rainwater simulation system and data acquisition system, construct a potential damage surface The physical simulation test device for the failure process of geotechnical engineering and the reinforcement effect of the surface;

[0051] The simulation model system includes a model base and a model plane plate, the section steel walking track 1 and the front ground beam 2, the middle ground beam 3, and the rear ground beam 4 are fixed to form the model base, and the front column 5 and the middle column composed of three pairs of vertical channel steel 6 (5 and 6 constitute the second group of columns), rear column 7 (the first group of columns) and the front connecting beam 8, middle connecting beam 9, and rear connecting beam 10 of the column top con...

Embodiment 2

[0060] Example 2 Physical model test of interlayer softening and drainage reinforcement method on weak side of slope

[0061] Test purposes:

[0062] The seepage flow pressure and seepage static pressure of weak interlayer seepage will have adverse effects on the stability of the slope, and the rainfall on the slope will cause erosion on the rock and soil slope. This experiment studies the influence of the seepage field change of the weak interlayer inside the slope on the stability of the slope.

[0063] Experimental procedure:

[0064] Using the principle of dimensional analysis, reduce the size of the prototype slope according to the similarity ratio of 1:5 to build an indoor test slope model; use low-grade cement gravel to simulate the water-resisting rock layer below the weak interlayer, and use lime-red sandstone gravel to simulate the upper water seepage layer 46 The overlying strongly weathered sandstone layer is used to generate faults and joints in the upper rock l...

Embodiment 3

[0072] Example 3 Micropile Strengthening Rock Mass Slope Stability Research Test

[0073] Test purposes:

[0074] The anti-slide piles are embedded in the similar model of the slope, and the damage and reinforcement failure rules of the anti-slide piles in the slope are studied.

[0075] Test model:

[0076] The test model adopts a similar ratio of geometric dimensions of 1:10. The sliding bed is poured on the platform with similar materials of moderately weathered rock mass. Butter fine sand is used to simulate the fault mud on the sliding surface. For rock strata with the same occurrence, according to the environmental conditions of the slope engineering, the vertical load and the back-end load constitute the slope sliding force; design the anti-slide pile according to the prototype sliding force, and insert the pile hole after the slope slips, such as Figure 7 Shown is the physical model of the slope reinforced by anti-slide piles, including 49 sliding surfaces; 50 slidi...

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Abstract

The invention provides a geotechnical engineering simulation test platform. The geotechnical engineering simulation test platform comprises a simulation model system, a loading system, a rainwater simulation system and a data acquisition system. The simulation model system adopts various rock-soil similar simulation materials to pile or pour a geotechnical engineering model; a reinforcing component can be implanted in the geotechnical engineering model to simulate treatment engineering; and an observation instrument can be implanted to combine with measurement of external observation equipmentto form a model deformation data acquisition system. The rainwater simulation system can simulate rock-soil softening and corrosion and observe the stability of the geotechnical engineering. The loading system can simulate geologic stress field false triaxial loading. Therefore, the system has multiple functions of realizing geologic stress field simulation, large-scale simulation, water-soil coupling simulation and data automatic acquisition, is high in plasticity, simple to manufacture and convenient to operate, can simulate the softening phenomena such as erosion and corrosion of various kinds of geotechnical engineering with potential failure surfaces under the action of rainwater, and can reappear the geological disaster destruction process and engineering reinforcing treatment effect through three-dimensional simulation tests.

Description

technical field [0001] The invention relates to a geotechnical engineering simulation test platform, in particular to a geotechnical engineering physical simulation test platform for the failure process and reinforcement effect of the geotechnical engineering with a potential failure surface, and belongs to the technical fields of civil engineering construction and geological disaster control. Background technique [0002] The ground and underground geotechnical engineering research of highway, railway, mining, water conservancy, and urban construction focuses on the stability evaluation and reinforcement effect of rock and soil mass. In the evaluation of geotechnical engineering stability, in the process of theoretical analysis calculation and numerical simulation test, the mathematical calculation method must adopt abstract assumptions, and many geotechnical parameters use the average value and mechanical conversion. The result is the engineering environment of the research...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N3/10G01N33/24G01N33/38
CPCG01N3/10G01N33/24G01N33/383G01N2203/0048G01N2203/0075G01N2203/0236G01N2203/0256G01N2203/0258G01N2203/0676G01N2203/0682
Inventor 马莉胡毅夫乌青松
Owner CENT SOUTH UNIV
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