Saturated soft soil dynamic triaxial model test device and method

A model test device and three-axis moving technology, which is applied to measuring devices, using stable tension/pressure to test the strength of materials, instruments, etc., can solve the problems of troublesome operation, time-consuming and laborious, etc., to protect the instrument, avoid leakage, Good sealing effect

Active Publication Date: 2021-06-11
ZHEJIANG UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] The pressure chamber of the dynamic triaxial instrument is a sealed structure. At present, the pressure chamber and the base of the instrument are connected together by screws, but at least three screws are installed on the current dynamic triaxial instrument. When screwing the screw, it is necessary to ensure that the pressing force of multiple screws is consistent. The operation is troublesome, time-consuming and labor-intensive, and there is no leakage buffer and early warning device at the joint

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  • Saturated soft soil dynamic triaxial model test device and method
  • Saturated soft soil dynamic triaxial model test device and method
  • Saturated soft soil dynamic triaxial model test device and method

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[0044] see Figure 1-5 , a saturated soft soil dynamic triaxial model test device, including the triaxial instrument body, see Figure 1-2 , the triaxial instrument body includes a base 1 and a pressure chamber body 2, the lower end of the pressure chamber body 2 is fixedly connected with a connecting seat 3, the upper side wall of the base 1 is provided with an annular sealing groove 4, and the inner wall of the lower end of the annular sealing groove 4 Two annular electromagnets 5 are installed, and the lower end side wall of the connection seat 3 is fixedly connected with an annular sealing block 6 matching the annular sealing groove 4, and the lower end side wall of the annular sealing block 6 is provided with an electromagnetic ring matching the annular electromagnet 5. Iron adsorption groove 7, annular sealing block 6 is positioned at the lower end side wall between two electromagnet adsorption grooves 7 and is fixedly connected with annular sealing strip 8, and the sect...

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Abstract

The invention discloses a saturated soft soil dynamic triaxial model test device and method, and belongs to the field of soft soil test devices. The saturated soft soil dynamic triaxial model test device comprises a triaxial apparatus body, the triaxial apparatus body comprises a base and a pressure chamber body, and the lower end of the pressure chamber body is fixedly connected with a connecting base; according to the scheme, an electromagnet adsorption mode is adopted to replace an existing screw connection mode, mounting and dismounting are convenient and fast, the sealing performance is enhanced by arranging the sealing block, the sealing strip and the pressure sealing ball, when leakage occurs, water penetrates through the sealing strip and enters the pressure sealing ball, the color developing block floats upwards to the perspective pipe, a tester can timely know the leakage condition so as to timely close a test instrument and avoid larger leakage, and leaked water is stored in the pressure sealing ball and the perspective pipe and cannot leak to the outside, so that the instrument is protected, and the trouble of cleaning is saved.

Description

technical field [0001] The invention relates to the field of soft soil test devices, in particular to a dynamic triaxial model test device and method for saturated soft soil. Background technique [0002] The so-called soft soil refers to the weak soil layer with low strength and high compressibility. Most contain certain organic matter. Due to the low strength of soft soil and large amount of sinking, it often brings great harm to road engineering. If it is not handled properly, it will have a great impact on the construction and use of roads. According to the characteristics, soft soil can be divided into five types: soft clay soil, muddy soil, silt, peaty soil and peat. The common soft soil in the subgrade generally refers to the cohesive soil in the state of soft or flowing. It is characterized by large natural water content, large void ratio, high compressibility, low strength, and has special engineering geological properties such as creep and thixotropy, and the en...

Claims

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Application Information

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IPC IPC(8): G01N3/08
CPCG01N3/08G01N2203/0256
Inventor 闻敏杰
Owner ZHEJIANG UNIV
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