Simulation analysis method for rainfall-induced slope geological disaster scene

A technology for scene simulation and geological disasters, applied in the field of geotechnical engineering, to achieve high calculation accuracy, easy operation, and advanced technology

Active Publication Date: 2021-08-10
INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI +2
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, most of the existing studies use model tests to conduct the whole process of rainwater movement in the air—acting on the slope surface—rock and soil seepage in potential unstable areas—rainwater flowing out of unstable areas, but model tests have

Method used

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  • Simulation analysis method for rainfall-induced slope geological disaster scene
  • Simulation analysis method for rainfall-induced slope geological disaster scene
  • Simulation analysis method for rainfall-induced slope geological disaster scene

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Embodiment 1

[0055] A method for scene simulation and analysis of rainfall-induced slope geological hazards Obtain the slope scene model through UAV oblique photography technology, use statistical methods to obtain the characteristics of rainfall distribution, and use the two-phase material point method to reproduce the movement of rainwater in the air—acting on the slope Seepage of rock and soil mass in the surface-potentially unstable area-a typical geological disaster scenario of rainwater flowing out of the unstable area.

[0056] The present invention will be further described below in conjunction with accompanying drawing:

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Abstract

The invention discloses a rainfall-induced slope geological disaster scene simulation analysis method, and the method comprises the following steps: reconstructing a three-dimensional model of a slope scene based on oblique photography data to obtain earth surface contour line data; processing earth surface contour line control points, and establishing a boundary model of the slope; generating a slope rock and soil mass point set in the range of the boundary model, and achieving the slope scene simulation; carrying out ground stress balance analysis under the self-weight acting force by adopting a material point method; analyzing historical rainfall data of the slope site to obtain distribution characteristics of rainfall intensity, duration and rainfall; randomly generating water quality points above the slope rock-soil body area to realize rainfall scene simulation; calculating the stress seepage coupling response of the slope rock-soil body under the infiltration condition in different time steps by adopting a two-phase material method, and realizing the whole process analysis of rainfall-induced slope geological disaster evolution; wherein the infiltration and surface runoff process of rainfall in the slope rock-soil body is fully considered. The method has the advantages of simple operation, advanced technology and high calculation precision.

Description

technical field [0001] The invention belongs to the technical fields of geotechnical engineering such as geological disasters, water conservancy, and transportation, and in particular relates to a method for analyzing a scene of a rainfall-induced slope geological disaster, and is especially suitable for analyzing the whole process of evolution of a rainfall-induced slope geological disaster. Background technique [0002] With the implementation of the national strategy, water conservancy and hydropower, transportation, civil engineering and other projects are being constructed in full swing in mountainous areas. However, the problem of geological disasters in mountainous areas of our country is very prominent, especially the slope geological disasters induced by rainfall, which have caused huge losses to the safety of people's lives and property, and brought a huge threat to a large number of projects under construction and to be built, which has become a constraint for the ...

Claims

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Application Information

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IPC IPC(8): G06T17/05G06F30/10G06F30/20G06F30/28G06F111/10G06F113/08G06F119/14
CPCG06T17/05G06F30/10G06F30/20G06F30/28G06F2111/10G06F2119/14G06F2113/08
Inventor 付晓东殷大伟杜文杰武哲盛谦刘明扬黄珏皓张振平袁坤斌刁鹏升刘昱君
Owner INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI
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