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Random structural plane network contained rock mass model 3D printing and mechanical parameter acquisition method

A technology of 3D printing and mechanical parameters, applied in the field of rock mechanics, can solve the problem that printing materials cannot accurately simulate the structure of natural rock mass

Pending Publication Date: 2021-07-23
CHINA UNIV OF GEOSCIENCES (WUHAN)
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Problems solved by technology

[0004] In order to solve the deficiencies of the prior art, the present invention provides a method for 3D printing and obtaining mechanical parameters of a rock mass model with a network of random structural planes, which solves the problem that the existing printing materials cannot accurately simulate the natural rock mass structure, and can realize repeated Reproduce the random structural surface network of rock mass, and then obtain reliable mechanical parameters of rock mass containing random structural surface network

Method used

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  • Random structural plane network contained rock mass model 3D printing and mechanical parameter acquisition method
  • Random structural plane network contained rock mass model 3D printing and mechanical parameter acquisition method
  • Random structural plane network contained rock mass model 3D printing and mechanical parameter acquisition method

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Embodiment Construction

[0038] The present invention will be further described below in conjunction with drawings and embodiments.

[0039] The present invention provides a method for 3D printing of a rock mass model containing a network of random structural planes and a method for obtaining mechanical parameters, referring to figure 1 , including the following steps:

[0040] S1. Sampling a natural rock mass containing a random structural plane network, performing CT scanning on it to obtain a scanned image, and performing image processing on the scanned image to obtain a three-dimensional space scanning image of the structural plane network; or performing laser scanning on it to obtain point cloud data, Identify the structure plane and count the distribution characteristics on the two-dimensional plane, and then estimate the three-dimensional spatial distribution characteristics of the structure plane network through conversion, including but not limited to the probability distribution of structure...

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Abstract

The invention provides a random structural plane network contained rock mass model 3D printing and mechanical parameter acquisition method. The method comprises the steps of sampling a natural rock mass containing a random structural plane network, obtaining a three-dimensional space scanning image or a three-dimensional space distribution characteristic of the structural plane network, and obtaining mechanical parameter values of the structural plane network; and taking rock sampled at the same place of the natural rock mass for 3D printing to obtain a copy model, comparing mechanical parameter values of the copy model and the natural rock mass sample, adjusting a printing scheme until the copy model and the natural rock mass sample have similar mechanical properties, printing a plurality of copy models according to the adjusted printing scheme, carrying out various physical and mechanical tests, and obtaining mechanical parameters. According to the method, the natural rock mass structure can be accurately simulated, the mechanical properties of the rock mass containing the random structural plane network can be effectively researched, meanwhile, the random structural plane network of the rock mass can be repeatedly reproduced, multiple groups of tests can be conveniently carried out to obtain different mechanical parameters of the model, and the method has important significance on research on the mechanical property of the rock mass containing the random structural plane network.

Description

technical field [0001] The invention relates to a 3D printing and mechanical parameter acquisition method of a rock mass model containing a random structural plane network, belonging to the field of rock mechanics. Background technique [0002] The random structural plane network developed in rock mass significantly affects the mechanical behavior of rock mass, such as deformation and failure, thus endangering the safety and service life of rock mass engineering. It is a practical requirement to carry out the acquisition of mechanical parameter values ​​of rock mass with structural plane network. For this reason, multiple identical rock mass random structural plane network samples that can be tested repeatedly are required. In practice, the geometric characteristics and mechanical properties of the discontinuity network in different locations even in adjacent locations are not the same. Therefore, a technology that can repeatedly reproduce the random discontinuity network of...

Claims

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Application Information

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IPC IPC(8): B28B1/00B33Y10/00G01N1/28G01N3/08G01N29/04
CPCB28B1/001B33Y10/00G01N1/28G01N3/08G01N29/04G01N2203/0003G01N2203/0075G01N2203/0252G01N2203/0256
Inventor 黄磊曹桂乾唐辉明谭钦文
Owner CHINA UNIV OF GEOSCIENCES (WUHAN)
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