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Annular shearing experiment equipment and testing method

A kind of experimental equipment, ring shearing technology, applied in the direction of testing material strength by applying stable shear force, testing material strength by applying stable tension/compression, instruments, etc., can solve the problem of soil strength parameters that cannot be simulated by dynamic load issues such as the impact of

Inactive Publication Date: 2016-06-22
QINGDAO TECHNOLOGICAL UNIVERSITY
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the existing ring shear test equipment can only meet the continuous large shear displacement condition of the soil, and cannot simulate the influence of dynamic load on the strength parameters of the soil.

Method used

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  • Annular shearing experiment equipment and testing method
  • Annular shearing experiment equipment and testing method
  • Annular shearing experiment equipment and testing method

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Embodiment Construction

[0034] In order to make the purpose, technical solutions and advantages of the embodiments of the present invention more clear, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention.

[0035] In the description of the present invention, it should be noted that the orientation or positional relationship indicated by the terms "inner", "upper", "lower", "left", "right" etc. is based on the positional relationship shown in the drawings, only It is for the convenience of describing the present invention and simplifying the description, but does not indicate or imply that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present invention. In addition, the terms "first" and "second" are used for descriptive purposes only, and shou...

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Abstract

The invention provides an annular shearing experiment equipment and a testing method, the annular shearing experiment equipment includes a support seat, a shear box assembly located on the support seat, and a load applied to soil samples in the shear box assembly The loading device, the loading device includes a vertical vibration loading device and a horizontal shear vibration loading device, and the annular shear experimental equipment further includes a load control device for controlling the loading of the vertical vibration loading device and / or the horizontal shear vibration loading device. device. The vertical vibration loading device and / or the horizontal shear vibration loading device can apply vibration loads of different frequencies and amplitudes, which is beneficial to study the influence of dynamic loads on soil strength parameters, more conducive to simulating the actual stress situation, and conducive to revealing The stress changes, pore water pressure changes, local soil damage and liquefaction phenomena occurred during the shear test of the soil under the action of vibration loads, and then reveal the occurrence and movement mechanism of geological disasters such as landslides from the mechanical properties.

Description

technical field [0001] The invention belongs to the technical field of geotechnical engineering experiment equipment, and in particular relates to an annular shearing experiment equipment and a test method. Background technique [0002] my country is one of the countries most severely affected by landslide disasters in the world. The occurrence of landslide disaster is a complex mechanical process and is affected and controlled by many factors, among which the dynamic load such as earthquake is one of the most important influencing factors. 41272341). At present, the research on the mechanical properties of soil in landslide hazards mainly focuses on the determination of engineering properties and strength parameters of sliding zone soil. The basic strength parameters of the sliding zone soil were determined by means of statistics, analogy and inversion analysis by means of on-site in-situ tests and indoor conventional geotechnical tests, and were used to evaluate the stab...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N3/08G01N3/24
CPCG01N3/08G01N3/24G01N2203/0003G01N2203/0019G01N2203/0025G01N2203/0037
Inventor 洪勇
Owner QINGDAO TECHNOLOGICAL UNIVERSITY
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