Test model for seepage characteristics and stability of coverage layer side slope with consideration about rainfall infiltration

A test model and covering layer technology, applied in the direction of permeability/surface area analysis, measurement device, suspension and porous material analysis, etc., can solve the problems of slope stability influence, inability to simulate soil and rock layers, etc.

Inactive Publication Date: 2016-12-07
CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY
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  • Application Information

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Problems solved by technology

The uniform soil slope model means that the slope soil is completely filled into the model box, and then the slope is made. The single-angle slope model means that the test model can only adopt one angle and cannot be bent into other angles. Experimental means bring limitations
[0005] The disadvantage of the existing indoor slope test model is that, firstly, the above two methods can only simulate a slope with a sin

Method used

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  • Test model for seepage characteristics and stability of coverage layer side slope with consideration about rainfall infiltration
  • Test model for seepage characteristics and stability of coverage layer side slope with consideration about rainfall infiltration
  • Test model for seepage characteristics and stability of coverage layer side slope with consideration about rainfall infiltration

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Embodiment Construction

[0032] A specific implementation of a soil subsidence tester under the condition of simulating the groundwater cycle will be described in detail below in conjunction with the accompanying drawings.

[0033] like figure 1 , figure 2 , image 3 , Figure 4 , Figure 5 and Image 6 As shown, there are plexiglass plates (2) fixed on the left and right sides of the steel channel (1), and drilling holes are provided at specific positions on the plexiglass plate (2), and the upper soil retaining plate (3) and the upper bedrock The plates (4) are connected by a rotating shaft (7), the upper bedrock plate (4) and the lower bedrock plate (5) are connected by the rotating shaft (7), and the lower bedrock plate (5) is connected with the lower retaining plate (6) by the rotating shaft (7), and the rotating shaft (7) is inserted into a specific hole on the plexiglass plate (2). The lower portion of the lower retaining plate (6) is supported by a support column (8). The rainfall devi...

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Abstract

The invention discloses an apparatus used for analyzing the seepage characteristics, deformation characteristics and stability of a coverage layer-bedrock side slope and a test method of the apparatus. The model is composed of four parts: 1) a bedrock simulative apparatus including four main parts: an upper soil baffle, an upper bedrock plate, a lower bedrock plate and a lower soil baffle, and three rotary shafts for connection, wherein the upper and the lower bed rock plates and the upper and the lower soil baffles are connected to each other through the rotary shafts; 2) a support apparatus, wherein two punched organic glass boards are arranged on two ends of a steel groove, and the three rotary shafts in the first part are inserted into the holes in the two organic glass boards for supporting the upper and the lower soil baffles and the upper and the lower bed rock plates; 3) a rainfall simulative apparatus, wherein a water feeding pipe, on which a nozzle is disposed, is fixed onto the bedrock simulative apparatus by means of a steel pipe, and a water pump supplies water to the water feeding pipe; and 4) a measuring apparatus, wherein a water content meter, a pore pressure meter and a tension meter are arranged inside the side slope, and a displacement meter is arranged on the surface of the side slope, so that seepage and displacement status of the side slope are monitored and simulated.

Description

technical field [0001] The invention relates to an indoor test model of overburden slopes that can simulate different bedrock angles and different bedrock friction coefficients, in particular to a kind of cover layer slope field on both sides of the road for slope seepage characteristics analysis, deformation analysis And a test device for stability analysis. Background technique [0002] The overburden slope refers to a soil-rock mixed slope covered with multiple layers of soil on the bedrock. Under different geological conditions, the angle of the bedrock, the properties of the bedrock, the stratification characteristics of the overburden layer, and the thickness of the overburden layer vary. different. [0003] At present, geological disasters such as slope instability and collapse have become problems that cannot be ignored in the fields of roads, railways, and housing construction. Various accidents caused by slope sliding, especially the sliding of the overlying soil ...

Claims

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Application Information

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IPC IPC(8): G01N15/08
CPCG01N15/08G01N15/0806
Inventor 曾铃史振宁付宏渊
Owner CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY
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