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Determination Method of Critical Water Pressure and Critical Thickness for Three-dimensional Water Inrush Damage of Tunnel Vault

A critical thickness and determination method technology, applied in design optimization/simulation, instrumentation, electrical digital data processing, etc., can solve the problems of less research on tunnel vault water inrush and less research on critical water pressure of water inrush, so as to avoid The effect of water inrush

Active Publication Date: 2020-06-26
HUNAN UNIV OF SCI & TECH
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

At present, numerical simulation or empirical formulas are mostly used to determine the critical thickness of tunnel water inrush, or thin plate theory and beam theory are used for analysis, but there are few studies on the critical water pressure of water inrush; at the same time, most of the research on water inrush is based on karst tunnels. water inrush at the face of tunnels, and there are few studies on water inrush at tunnel vaults

Method used

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  • Determination Method of Critical Water Pressure and Critical Thickness for Three-dimensional Water Inrush Damage of Tunnel Vault
  • Determination Method of Critical Water Pressure and Critical Thickness for Three-dimensional Water Inrush Damage of Tunnel Vault
  • Determination Method of Critical Water Pressure and Critical Thickness for Three-dimensional Water Inrush Damage of Tunnel Vault

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Embodiment Construction

[0040] The present invention will be further described below in conjunction with the accompanying drawings.

[0041] see figure 1 , is a schematic diagram of the principle of the method for determining the critical water pressure and critical thickness of the three-dimensional water inrush failure of the tunnel vault according to the present invention.

[0042] First, according to the general situation of the tunnel project and the grade of the surrounding rock, the relevant mechanical parameters of the surrounding rock are obtained, such as the parameters A and B of the surrounding rock mentioned above, half of the span of the tunnel vault L 2 , the intact surrounding rock uniaxial compressive strength σ ci , Tensile strength σ of surrounding rock tm , surrounding rock gravity γ, and aquifer water pressure p or aquifer thickness H and other parameters.

[0043] The specific calculation steps are as follows:

[0044] (1) Calculate the internal energy dissipation power at t...

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Abstract

The invention discloses a method for determining the tunnel arch crown three-dimensional water inrush damage critical inner water pressure and critical thickness. The method comprises the steps that on the basis that when tunnel arch crown critical water inrush damage occurs, the sum of water pressure work power and water-resisting layer gravity work power is equal to internal energy dissipation power at the three-dimensional fracture surface, water pressure external force power, water-resisting layer external force power and internal energy dissipation power are calculated separately, and functional containing the water pressure external force power, the water-resisting layer external force power and the internal energy dissipation power is constructed; according to the condition of seeking an extreme value through a variational method and by combining displacement, the stress boundary condition and the law of conservation of energy, the critical inner water pressure in the arch crown water inrush damage process is determined when the water-resisting layer is known; or the water-resisting layer critical thickness is determined when the water-bearing layer water pressure is known; meanwhile, according to an obtained fracture surface function, a three-dimensional fracture surface outline drawing in the water inrush process can be drawn. Accordingly, whether or not a tunnel arch crown is subjected to water inrush and whether or not the water-resisting layer thickness meets the requirement can be judged, and the basis is provided for drainage for pressure reduction.

Description

technical field [0001] The invention belongs to the field of tunnel water inrush damage, and in particular relates to a method for determining the critical water pressure and critical thickness of tunnel vault three-dimensional water inrush damage. Background technique [0002] With the rapid advancement of my country's western development strategy, infrastructure construction such as transportation and energy in the western region has been greatly expanded, and more and more long tunnels have been constructed. During the construction of long tunnels, geological disasters such as water and mud inrush, rockburst, and gas are often encountered, among which water and mud inrush are particularly serious. Water and mud inrush disasters range from destroying machinery and tools, delaying the construction period, to causing casualties and heavy property losses. Therefore, it is of great engineering significance and scientific value to carry out research on tunnel water inrush. At...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06F30/20G06F119/14
CPCG16Z99/00
Inventor 安永林胡文轩岳健欧阳鹏博
Owner HUNAN UNIV OF SCI & TECH
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