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Magnetic field force-seepage force model test device applicable to earth-rock slope

A model test device and penetration force technology, which is applied in soil material testing, material inspection products, etc., can solve the problems that the soil rock slope experimental model cannot truly simulate the prototype, and achieve the effect of convenient test operation, easy promotion, and simple process

Active Publication Date: 2014-06-25
SICHUAN UNIV +2
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0010] The present invention aims at providing a kind of magnetic field force-permeability model test device applicable to earth-rock slopes, to solve the problem of earth-rock slopes in the prior art. Problems with experimental models not realistically simulating prototypes

Method used

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  • Magnetic field force-seepage force model test device applicable to earth-rock slope
  • Magnetic field force-seepage force model test device applicable to earth-rock slope
  • Magnetic field force-seepage force model test device applicable to earth-rock slope

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Embodiment 1

[0029] The magnetic field force-penetration force model test device applicable to earth-rock slopes in this embodiment has a structure as attached figure 1 , 2As shown in and 3, the composition includes a chamber and a slope body 10 located in the chamber at a slope angle of about 20° to the ground, a magnetic layer 7 located directly below the slope body and parallel to the slope body, and located at the upper end of the slope body and adjacent to the slope body. The water source is connected to the seepage tank pool 14 for applying a slope-wise seepage force to the slope accumulation body, the sump pool 5 located at the lower end of the slope accumulation body for collecting seepage water, and the sump pool 5 located between the lower end of the slope accumulation body and the sump sump pool for maintaining the slope. The toe-protecting body 4 of the slope toe of the slope, the rainwater pipe 18 for simulating rainfall connected to the water source above the slope, the displ...

Embodiment 2

[0031] The magnetic field force-permeability model test device applicable to earth-rock slopes of this embodiment is basically the same as the structure of the test device described in Example 1 on the whole, the difference is that the test device is an open structure, and the slope accumulation body 10 The frame and the ground are set at a slope angle of 45°, and the ferrous aggregate in the slope accretion body is iron filings with a particle size distribution range of 0.25-2.0 mm, accounting for about 30% by weight; the magnetic layer 7 is a permanent magnet material plate , placed directly under the slope accumulation body, and integrated with the slope accumulation body; the water source connected to the seepage tank is an adjustable pressure water pump.

Embodiment 3

[0033] The magnetic field force-permeability model test device applicable to earth-rock slopes of this embodiment is basically the same as the structure of the test device described in embodiment 1 on the whole, the difference is that the slope deposit body 10 is connected to the ground by building the support body. Set at a slope angle of 30°, the ferrous aggregate in the slope accumulation body is iron filings with a particle size distribution range of 0.25-2.0mm, accounting for about 15% by weight; the magnetic layer 7 is a permanent magnet material plate, suspended on the slope Below the body; the water source connected to the seepage tank is a water tank whose height can be adjusted.

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Abstract

The invention discloses a magnetic field force-seepage force model test device applicable to an earth-rock slope. The magnetic field force-seepage force model test device mainly comprises a talus body, a magnetic force layer, an infiltration tank, a header tank, a deformable permeable leg protecting body, a rainfall pipe, a displacement sensor and a pore pressure gauge, wherein the talus body and the ground form an angle of 20-45 degrees; the magnetic force layer is arranged below the talus body and parallel to the talus body; the infiltration tank is arranged at the upper end of the talus body, communicated with a water source and used for exerting seepage force along the slope on the talus body; the header tank is arranged in the direction of the lower end of the talus body and used for collecting seepage; the deformable permeable leg protecting body is arranged between the lower end of the talus body and the header tank and used for maintaining slope legs of the talus body; the rainfall pipe is arranged above the talus body, communicated with the water source and used for simulating rainfall; the displacement sensor is arranged above the talus body; the pore pressure gauge is arranged inside the talus body. The magnetic field force-seepage force model test device can really simulate effective stress and water pressure of the earth-rock slope inside the slope body under the synergistic effects of the seepage force along the slope and the magnetic field force of the vertical slope, the problem that a geotechnical model experiment cannot easily meet the geometric similarity and the physical similarity is solved, and a research means is provided for ecological protection of the earth-rock slope.

Description

technical field [0001] The invention relates to the technical field of earth-rock slope ecological protection, in particular to a model test device suitable for earth-rock slope ecological protection. Background technique [0002] In terms of geotechnical model tests, the current popular tests mainly include conventional model, magnetic geological model and centrifugal model test. Different from rock and concrete, for soil, the correct simulation of effective self-weight stress and water pressure is the key to the success of its geotechnical model test. The results of a large number of indoor tests on soil and rock materials show that the soil and rock materials have the following characteristics: [0003] ① The stress-strain relationship is elastic-plastic and nonlinear; [0004] ②The stress-strain relationship behaves differently under different stress levels. The deformation modulus and strength of the soil are closely related to the stress level, and this correlation i...

Claims

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Application Information

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IPC IPC(8): G01N33/24
Inventor 周成陈生水何宁张桂荣陈群何建村吴艳石北啸刘恩龙周富强周彦章戴灿伟曾子王琛赵波
Owner SICHUAN UNIV
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