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Horizontal permeameter suitable for soil horizontal contact surface shearing deformation

A technology of shear deformation and contact surface, applied in the field of permeation instruments, to achieve the effect of clear boundary conditions of water flow

Active Publication Date: 2015-09-09
SICHUAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] Aiming at the current technical situation of the permeameter for studying the seepage characteristics of the shear deformation of the contact surface of the soil body, the purpose of this invention is to provide a kind of instrument suitable for studying the horizontal infiltration under the shear deformation of the horizontal contact surface of the soil body, so as to solve the problems of the prior art. The permeameter cannot realize the research on the horizontal seepage characteristics of different horizontal contact surfaces in the soil or the horizontal contact surface between the soil and the structure under the condition of shear deformation and the erosion damage of the horizontal contact surface.

Method used

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  • Horizontal permeameter suitable for soil horizontal contact surface shearing deformation
  • Horizontal permeameter suitable for soil horizontal contact surface shearing deformation

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Embodiment

[0024] This embodiment is suitable for the horizontal infiltration instrument for shear deformation of the horizontal contact surface of the soil. Its structure is as attached figure 1 And figure 2 As shown, the structure includes a support 19, a test box set on the support, a sample chamber located in the test box 1, two vertical pressurized oil cylinders 20 set on the outer top plate of the test box, and set on the test box. A transverse pressurizing oil cylinder 25 on the outer plate of the water inlet end, a water inlet chamber 5 and a water outlet chamber 10 arranged at both ends of the sample chamber along the direction of action of the piston of the transverse pressurizing oil cylinder; the test box consists of an outer bottom plate 18 and an outer top plate 12 and the outer plates 4 and 9 are fixedly connected in a structure, wherein the outer top plate and the outer plate are detachably fixedly connected, a rubber ring 13 is arranged between the outer top plate and the...

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Abstract

The invention discloses a horizontal permeameter suitable for soil horizontal contact surface shearing deformation. The horizontal permeameter comprises a support, a test box arranged on the support, a sample chamber positioned in the test box, a vertical compression oil cylinder arranged on the top board of the test box, a transverse compression oil cylinder arranged on an outer side board of the test box, and an inlet water chamber and an outlet water chamber which are arranged at the two outer ends of the sample chamber along the piston action direction of the vertical compression oil cylinder, the inner side board at a water inlet end is formed by an upper transversely movable part and a lower fixed part, and a transverse compression oil cylinder piston acts on the transversely movable part. The horizontal permeameter can be used for researching the horizontal seepage characteristic and the horizontal contact surface wash destroy of a soil horizontal contact surface or a soil and structure horizontal contact surface under shearing deformation conditions.

Description

Technical field [0001] The invention relates to a penetration instrument for studying the seepage characteristics and erosion damage of the contact surface under the condition of shear deformation of the soil body or the contact surface of the soil body and a structure, and belongs to the field of geotechnical engineering test research. Background technique [0002] In geotechnical engineering, soil is the constituent material of a structure or the foundation of a structure. The soil is permeable, and various types of permeation damage may occur when it encounters water. The contact surface between different soil layers or between soil and structure is the most prone to seepage failure. The permeability and seepage failure of a single layer of soil can be measured by a conventional permeameter commonly used, but the seepage characteristics of the contact surface must be measured by a special permeameter. In particular, when the soil is subjected to shear stress and shear deform...

Claims

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Application Information

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IPC IPC(8): G01N15/08
Inventor 陈群常利营王琛周成
Owner SICHUAN UNIV
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