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Frozen soil interface layer deformation measuring system and measuring method thereof

A measurement system and interface layer technology, applied in the direction of measurement devices, instruments, optical devices, etc., can solve the problem of deformation of the interface layer between frozen soil and structures, and achieve the effects of low power consumption, convenient operation, and low cost

Inactive Publication Date: 2014-12-03
NANJING FORESTRY UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0007] The object of the present invention is to provide a deformation measurement system and method for the interface layer of frozen soil, aiming at solving the problems existing in the natural frozen soil area or artificial frozen soil engineering The deformation problem of the contact interface layer between frozen soil and structures fills the gaps in domestic related instruments. By obtaining the displacement of the frozen soil interface layer at different positions, the deformation of the frozen soil interface layer is quantitatively analyzed. Deformation characteristics and the establishment of a practical constitutive model of the permafrost contact interface layer provide a test basis and an important premise

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  • Frozen soil interface layer deformation measuring system and measuring method thereof
  • Frozen soil interface layer deformation measuring system and measuring method thereof

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Embodiment 1

[0031] Example 1: A deformation measurement system for frozen soil shear interface layer

[0032] A deformation measurement system for the shear interface layer of frozen soil, characterized in that the measurement system has a soil sample box 1, a soil sample 2, a sample preparation template 4, an anti-warping rod 5, an anti-warping bearing 6, an industrial camera 7, and an image processing device 8; wherein: one end of the soil sample box 1 is fixed by the anti-warping rod 5, and the other end is fixed by the anti-warping rod 5 and the anti-warping bearing 6; the sample preparation template 4 is fixed on the upper surface of the soil sample box 1; the soil sample box 1 An industrial camera 7 is installed directly in front; the industrial camera 7 is connected to the image processing device 8 through a USB cable;

[0033] The described system for measuring the deformation of the shear interface layer of frozen soil is characterized in that the middle part of the sample ...

Embodiment 2

[0039] Embodiment 2 A measurement method of a deformation measurement system for shear interface layer of frozen soil is characterized in that: the measurement steps are as follows.

[0040] ) installing a hollow sample preparation template 4 on the soil sample box 1;

[0041] 2) Configure the remolded soil according to the geotechnical test specification GB / T-50123-1999, and fill it into the soil sample box 1 in layers;

[0042] 3) Remove the sample preparation template 4 to form the soil sample interface layer 3 protruding from the soil sample box 1, use white paint to leave an image measurement mark on the soil sample interface layer 3 and stick a transparent tape to seal it to isolate the air;

[0043] 4) Fix one end of the rigid support 9 on the soil sample box 1, and connect the other end to the base, fix the industrial camera 7 on the base, fix the fixed-focus lens 11 on the industrial camera 7, and fix the LED lighting 12 on the fixed On the focal lens 11, c...

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Abstract

The invention discloses a frozen soil shear interface layer deformation measuring system and a measuring method of the frozen soil shear interface layer deformation measuring system. The measuring system comprises a soil sample box, a soil sample, a sample preparation template, anti-tilting rods, an anti-tilting bearing, an industrial camera and an image processing device. The measuring method of the frozen soil interface layer deformation measuring system comprises the steps that the soil sample box is filled with prepared remolded soil in a layered mode, sealing is carried out through transparent adhesive tape after a soil sample interface layer is marked with white paint, the industrial camera is connected with the image processing device, image acquisition software is run, relevant parameters are set, images are automatically acquired, image measuring software is run through the image processing device, relevant parameters are set, measurement is carried out, and deformation data of interface layer soil bodies at different positions are obtained. The frozen soil interface layer deformation measuring system and the measuring method of the frozen soil interface layer deformation measuring system have the advantages that because the industrial camera and a prime lens are adopted, interface layer images can be clearly acquired; because the CMOS sensor camera is adopted, cost is low, power consumption is low, and operation is convenient to perform; deformation of the soil bodies at different positions of the interface layer can be measured; the measuring error can be as accurate as one micron.

Description

technical field [0001] The invention relates to a deformation measurement system and method for a shear interface layer of frozen soil, which belongs to the technical field of deformation measurement of indoor rock-soil model tests, and is suitable for high-precision measurement of micro-deformation of a shear interface layer of frozen soil. technical background [0002] During the establishment of soil constitutive model, soil deformation measurement is often used to quantitatively analyze test phenomena and results. In the natural frozen soil area or artificial frozen soil engineering, there are a lot of deformation problems of the contact interface layer between frozen soil and structures. In order to have a more in-depth study of the constitutive relationship of the frozen soil shear interface layer, its deformation must be measured , for quantitative analysis. The deformation of the shear interface layer of frozen soil is smaller than that of general rock and soil, and...

Claims

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Application Information

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IPC IPC(8): G01B11/16
Inventor 杨平王国良孙厚超王海波何文龙
Owner NANJING FORESTRY UNIV
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