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A method for making weak interlayers with adjustable thickness of existing original rock structural planes

A technology of weak interlayer and production method, which is applied in the field of indoor direct shear test, can solve the problems of difficult adjustment of the thickness of the soft interlayer, difficulty in making and laying the soft interlayer, and achieve the effect of free shearing and shearing

Active Publication Date: 2021-02-26
ZHEJIANG UNIVERSITY OF SCIENCE AND TECHNOLOGY
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  • Abstract
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AI Technical Summary

Problems solved by technology

[0005] In order to be able to meet the requirements of the direct shear test in the chamber of the existing original rock structural surface containing weak interlayers, the present invention provides a method for making weak interlayers with adjustable thickness of the existing original rock structural surfaces, which can solve the problem of the existing original rock structural surfaces It is difficult to make and lay the weak interlayer, and the thickness of the weak interlayer is difficult to adjust, and it is possible to control the test conditions of whether the soft interlayer is extruded during the direct shear test

Method used

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  • A method for making weak interlayers with adjustable thickness of existing original rock structural planes
  • A method for making weak interlayers with adjustable thickness of existing original rock structural planes
  • A method for making weak interlayers with adjustable thickness of existing original rock structural planes

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Embodiment approach

[0078] (1) Field sampling. The hanging wall structural surface sample 6 and the footwall structural surface sample 8 of the original rock structural surface were obtained in the field.

[0079] (2) Base plate 1 is placed. Place base plate 1 on level ground.

[0080] (3) Installation of four expansion boards. Two A-type expansion plates 2 and two B-type expansion plates 3 are symmetrically placed on the base plate 1 in pairs, and the four expansion plates are connected and fixed on the base plate 1 through expansion plate positioning columns 101 (at this time, among the four expansion plates The telescopic plate slider is in the state of not sliding out).

[0081] (4) Place sample 8 on the lower wall of the structural surface of the original rock. Place the sample 8 of the lower wall of the original rock structural surface in the assembled supporting device.

[0082] (5) Determination of the thickness of the weak interlayer 7 . The thickness of the weak interlayer 7 requi...

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Abstract

A method for making a weak interlayer with an adjustable thickness of an existing original rock structural surface, comprising the following steps: (1) field sampling; (2) bottom plate placement; (3) installation of four expansion plates; (4) original rock structure (5) Determination of the thickness of the weak interlayer; (6) Fixation of the sliders of the expansion plates in the four expansion plates; (7) Record the position of the sliders of the expansion plates in the expansion plates on the surface of the lower plate structure. (8) filling the weak interlayer material; (8) recording the scale position on the upper surface of the weak interlayer after filling; (10) judging whether the thickness of the filling weak interlayer is consistent with the field thickness, step (9) and step ( 7) is the thickness of the filled weak interlayer. The invention can solve the problems of difficulty in fabricating and laying the weak interlayer of the original rock structural surface, and difficulty in adjusting the thickness of the weak interlayer, and can control the test conditions of whether the soft interlayer is extruded during the direct shear test.

Description

technical field [0001] The invention relates to the technical field of indoor direct shear test of the existing original rock structure surface with weak interlayer, in particular to a method for making the existing original rock structure surface with adjustable thickness weak interlayer. Background technique [0002] Structural planes have a controlling influence on the stability of rock masses in engineering, especially weak structural planes containing weak interlayers. The weak structural plane is a weak zone with a certain thickness in the rock mass, which has the characteristics of high compression and low strength compared with the rock mass on the adjacent sides, and it usually controls the deformation and stability of the rock mass. In actual engineering projects, the existence of weak interlayers often leads to frequent accidents and serious loss of life and property. Therefore, it is particularly important to obtain the mechanical properties of structural surface...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N1/28G01N3/08G01N3/24
CPCG01N1/28G01N3/08G01N3/24G01N2203/0019G01N2203/0025
Inventor 罗战友黄曼陶燕丽邹宝平陈超郑耀熊志强吴李泉李珺
Owner ZHEJIANG UNIVERSITY OF SCIENCE AND TECHNOLOGY
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