Method for fabricating coupling shear specimen containing natural structure surface

A technology of natural structure and manufacturing method, applied in the preparation of test samples, etc., can solve the problems of inability to ensure that the sample with the structure surface is completely consistent, cannot realize the complete coupling of the upper plate and the lower plate, and cannot reliably ensure the complete coupling, etc.

Inactive Publication Date: 2015-07-08
INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI
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Problems solved by technology

However, the existing technical reserves related to the production of shear specimens with natural structural planes are obviously lacking:
[0004](1) Usually, some fabrication techniques and researches of shear specimens with structural planes focus on artificial mold manufacturing methods with structural plane shapes, without careful consideration of how to Realize close contact between the test block of the upper wall of the structure and the test block of the lower wall
"Rock and Soil Mechanics", No. 4, 2013, titled "Study on Reverse Control Technology for Making Similar Surface Models of Series-Scale Rock Structural Surfaces", author Huang Man et al. developed series-scale sample molds for structural surfaces and footwalls, However, since the upper plate and the lower plate are independently produced, the temperature and artificial errors in the solidification process of similar materials will not be able to ensure that the samples with structural surfaces combined by the final upper and lower plates are completely consistent; Chinese Patent Publication No. CN103645081A, published On March 19, 2014, the name of the invention is "A Sawtooth Structural Surface Sample Making Mold with Adjustable Angle and Size". However, no reliable technology has been proposed to achieve a close fit between the upper wall test block and the lower wall test block of the rock mass structure; Chinese Patent Publication No. CN103674646A, publication date 2014.03.26, the title of the invention is "a sample making mold with controllable undulations structure surface", the application relates to a method of making molds for samples with controllable undulations structure surface, but Sufficient technical means are not proposed to realize the complete coupling between the test block of the upper wall with structure and the test block of the lower wall
[0005](2) Some other studies involving structural surface samples of rock masses focus on the research of similar materials and the analysis of shear mechanical properties, without special consideration of the structural surface plate and The height matching technology of the footwall, so that the complete coupling between the hanging wall test block and the footwall test block of the rock mass structural plane shear spe...

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  • Method for fabricating coupling shear specimen containing natural structure surface
  • Method for fabricating coupling shear specimen containing natural structure surface

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specific Embodiment

[0055] In order to carry out the shear test on the standard specimen (a cube with a side length of 15.0cm) containing the natural structural plane 2 on the RMT rock direct shear specimen machine, a batch of coupled shear specimens containing the natural structural plane 2 are now prepared, and the specific implementation Methods as below:

[0056] (1) Scan the natural structural surface of the rock mass: select a rough natural structural surface of the rock mass from the project site, and the length of the rock mass structural surface in each direction reaches about 20.0cm. After cleaning the surface to remove debris, Spray a thin layer of surface contrast enhancer to achieve the effect of enhancing the contrast of the natural structural surface of the rock mass. After the contrast enhancer dries, randomly paste the surface of the natural structural surface of the rock mass with a distance of 6 cm and a diameter of 3.0 mm. Turn on the calibrated white light scanning instrument...

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Abstract

The invention discloses a method for fabricating a coupling shear specimen containing a natural structure surface, and belongs to the field of rock structure surface test research. The method comprises the following steps of scanning a natural surface of a rock body employing a three-dimensional white-light scanning instrument to obtain point cloud data of the natural structure surface; fabricating a virtual three-dimensional model containing the natural structure surface from the obtained point cloud data employing inverse engineering software; printing an entity die from the generated virtual three-dimensional model through a 3D printer, then putting the printed die into a standard cast iron test die and carrying out shearing specimen fabrication. The method can be used for repeatedly fabricating the coupling shear specimens which are completely consistent in form and contain natural structure surfaces, and is of great significance in research of the shear destruction mechanism of the natural structure surface of the rock body.

Description

technical field [0001] The present invention relates to a method for making a coupled shear sample with a natural structure plane, more particularly to a method for making a coupled shear sample with a similar material in the shape of a rock mass structure plane, which can be used to repeatedly make the surface shape and rock mass The shear sample with the same natural structural plane of the rock is provided to provide a shear specimen with the hanging wall and the footwall completely consistent for the shear test research of the natural structural plane of the rock. Background technique [0002] The rock mass on the earth's surface has experienced geological tectonic effects such as stretching, extrusion, and rotation repeated many times in history, and there are a large number of interlaced rock mass structural planes inside. The natural structural planes in these rock masses obviously deteriorate the integrity of the rock mass, reducing its mechanical strength and stabil...

Claims

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Application Information

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IPC IPC(8): G01N1/28
Inventor 江权龚彦华宋吕博
Owner INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI
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