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Digital data processing method of stress and strain for reinforcement of broken and weak surrounding rock face

A stress-strain and weak surrounding rock technology, applied in the fields of electrical digital data processing, special data processing applications, design optimization/simulation, etc., can solve the problem of reducing the reinforcement effect, affecting the stability of the face, and it is difficult to ensure the correctness of calculation results And other issues

Active Publication Date: 2021-07-27
INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI +2
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  • Abstract
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  • Claims
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Problems solved by technology

[0003] However, the reinforcement effect of the face of the surrounding rock requires data support. At present, the analysis of the stress-strain data of the face of the surrounding rock is often done manually and judged, which is time-consuming and laborious, and it is difficult to guarantee the correctness of the calculation results. The accuracy of the stress-strain analysis of surrounding rock reinforcement will cause adverse consequences of reducing the reinforcement effect and affecting the stability of the face

Method used

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  • Digital data processing method of stress and strain for reinforcement of broken and weak surrounding rock face
  • Digital data processing method of stress and strain for reinforcement of broken and weak surrounding rock face
  • Digital data processing method of stress and strain for reinforcement of broken and weak surrounding rock face

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Embodiment Construction

[0050] The preferred embodiments of the present invention will be described below in conjunction with the accompanying drawings. It should be understood that the preferred embodiments described here are only used to illustrate and explain the present invention, and are not intended to limit the present invention.

[0051] Such as figure 1 As shown, the embodiment of the present invention provides a method for digital data processing of stress and strain for strengthening the face of broken and weak surrounding rock, including the following steps:

[0052] S100 establishes a three-dimensional model of the tunnel face of the broken and weak surrounding rock according to the project design, performs virtual finite element segmentation, and forms a three-dimensional finite element model of the tunnel face;

[0053] S200 detects and saves the basic data of the surrounding rock face during section excavation;

[0054] S300 combines basic data and 3D finite element model to analyze ...

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Abstract

The present invention provides a stress-strain digital data processing method for strengthening the face of broken and weak surrounding rock, including: S100 establishes a three-dimensional model of the face of broken and weak surrounding rock according to the project design, and performs virtual finite element segmentation to form the face of the face 3D finite element model; S200 detects and saves the basic data of the surrounding rock face during section excavation; S300 combines basic data and 3D finite element Adhesive repair demand strength of the rock face; S400 selects reinforcement measures for the surrounding rock face according to the adhesive repair demand strength, and introduces the reinforcement measures into the 3D finite element model for effectiveness analysis. This method can improve the analysis efficiency and effectiveness of the stress-strain data of the broken and weak surrounding rock face reinforcement, improve the analysis accuracy, and guide the reinforcement of the surrounding rock, which can ensure the reinforcement effect, avoid reinforcement failure, and control the reinforcement cost of the surrounding rock.

Description

technical field [0001] The invention relates to the technical field of surrounding rock reinforcement stress data processing, in particular to a digital data processing method for stress and strain reinforcement of broken and weak surrounding rock faces. Background technique [0002] In the tunnel construction under the geological condition of broken and weak surrounding rock, one of the most prominent problems in the construction process of the tunnel with weak surrounding rock is the stability of the tunnel face. In order to maintain the stability of the tunnel face, it is often necessary to strengthen the tunnel face. However, if the reinforcement measures are not in place, it will not only endanger the construction safety, but even affect the operation safety. The reinforcement method can adopt advanced pre-reinforcement technology, use pipe shed and / or anchor rods, improve the strength of broken and weak strata and the stability of surrounding rock, and ensure safety. ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06F30/13G06F30/23G06F30/27G06K9/00G06K9/40G06F119/14
CPCG06F30/13G06F30/23G06F30/27G06F2119/14G06V20/10G06V10/30
Inventor 高军汤宇刘德安林晓孟国基王圣罗红明王峰彭学军杨文国翁小川谢晓波李一萍杨立云贾超高宇馨王伟杨文龙游国平张晓晓李行利黄正凯张旭东
Owner INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI
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