Method and device for dynamically analyzing big arch springing CRD stratified excavation footage of cross-section tunnel

A technology of tunnel excavation and analysis method, applied in the direction of neural learning method, special data processing application, instrument, etc., can solve the problems of safety and economic loss, uncertainty of geological conditions, blindness of step distance determination, etc., to achieve Effects of increasing computing speed, large economic significance and social significance

Active Publication Date: 2014-02-05
CHINA RAILWAY CONSTR BRIDGE ENG BUREAU GRP 1ST ENG
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Problems solved by technology

[0003] Due to the complexity and uncertainty of the geological conditions of the strata, many tunnels are in the condition of different geological stratifications. For example, the environment is an uneven stratum with soft top and hard bottom. Traditional CRD construction generally targets the entire soft stratum, and adopts the unified method of the entire section. The excavation efficiency is very low for the stratu

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  • Method and device for dynamically analyzing big arch springing CRD stratified excavation footage of cross-section tunnel
  • Method and device for dynamically analyzing big arch springing CRD stratified excavation footage of cross-section tunnel
  • Method and device for dynamically analyzing big arch springing CRD stratified excavation footage of cross-section tunnel

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[0041] Such as figure 1 As shown in the schematic diagram of the CRD excavation section, the number of design sections can be adjusted according to the size of the tunnel section and geological conditions. figure 1 The middle is divided into 8 excavation steps, the excavation sequence is 1→2→3→4→5→6→7→8, the top arch part of the upper layer is in hard rock, and the buckle arch foot and lock foot anchor rod are designed To maintain the stability of the top arch, the CRD block excavation and support methods need to be determined according to the actual conditions of the upper soft and lower hard strata, that is, the upper excavation arch foot should fall in the hard rock range. At this time, large footage can be used. , And the use of large arch foot and lock foot anchor rod technology can still ensure better surrounding rock stability; if the block is in the soft rock range, a smaller footage can be used accordingly; figure 2 The schematic diagram of the CRD layered footage shown...

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Abstract

The invention discloses a method and a device for dynamically analyzing the big arch springing CRD stratified excavation footage of a cross-section tunnel. The method comprises the following steps: stratified excavation: building a three-dimensional numerical model to achieve the numerical simulation during the excavation process; obtaining the deformation and the safety indexes of surrounding rocks, and forming a data sample using the mechanical parameters and the footage as the input and the deformation and the safety of the surrounding rocks as the output; building a surrounding rock parameter identifying sample set and a footage determining sample set; building a surrounding rock parameter identifying neural network model and a footage determining neural network model; performing the dynamic classification on the surrounding rocks; obtaining the deformation of the surrounding rocks of the tunnel; obtaining the distribution range of the mechanical parameters of the surrounding rocks; obtaining the mechanical parameter of the surrounding rocks; determining the neural network model through the footage to obtain the excavation footage in next-stage construction. According to the method and the device, the blindness of artificially selecting footage due to the uncertainty and the variability of a geologic body is overcome, and the method and the device have great economic and social meanings.

Description

technical field [0001] The invention relates to a dynamic analysis method and device for CRD layered footage of a large arch foot in a tunnel excavation construction section. Background technique [0002] With the progress of infrastructure construction in our country, the number of tunnel projects is increasing, especially the emergence of many long tunnels. Large-section tunnels often need to be excavated in blocks. The CRD construction method is a representative one. The CRD method is also known as "" The "intersecting middle partition construction method" is to excavate one side of the tunnel in parts in a long-span tunnel with weak surrounding rocks, construct the middle partition and diaphragm, and then excavate the other side of the tunnel and complete the construction of the diaphragm. Footage refers to the length of tunnel section excavation in blocks. The larger the footage, the higher the efficiency of tunnel construction, but the worse the stability of the surrou...

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Application Information

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IPC IPC(8): G06F17/50G06N3/08
Inventor 沙权贤姜谙男
Owner CHINA RAILWAY CONSTR BRIDGE ENG BUREAU GRP 1ST ENG
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