Graphical User Interface of the Automatic Analysis System for Tunnel Surrounding Rock Categories of Electronic Devices

Abstract

1. Name of the design product: Graphical user interface of the automatic analysis system for tunnel surrounding rock category used in electronic devices. 2. Use of the design product: To display the change process of the interface of the automatic analysis software for tunnel surrounding rock category and stability. 3. Design key points of the design product: Lies in the graphical user interface. 4. Picture or photo that best shows the design key points: Front view. 5. Use of the graphical user interface: For the operation of the automatic analysis system software for tunnel surrounding rock category, input of on-site data, automatic calculation of scores, determination of surrounding rock classification, output of judgment results, report generation and batch update, etc.; automatically analyze the tunnel surrounding rock category and stability according to the surrounding rock category scoring standard, obtain the surrounding rock score and classification determination, give the judgment result, generate a report and open the report by calling Word; it can also count the on-site data input by technicians and open all the input on-site data by calling Excel. 6. Human-computer interaction method of the graphical user interface: The front view shows the main interface of the automatic analysis system for tunnel surrounding rock category; in the front view, click the "New Work File" button to pop up a new work file dialog box and fill in the project name and tunnel name, or click the "Select Work File" button to pop up an existing work file dialog box and select the required work file, and jump to the interface change state diagram 1; enter the tunnel section stake number in the stake number text box and click the "Add Stake Number" button, and jump to the interface change state diagram 2; then select the stake number in the list box, select the "Rock Strength" page, enter the saturated uniaxial compressive strength data, and click the "Score" button, and jump to the interface change state diagram 3; then select the "Rock Mass Integrity" page, enter the spacing and number of groups data, and click the "Calculate Kv" button, and jump to the interface change state diagram 4; after the Kv value meets the requirements, click the "Score" button, and jump to the interface change state diagram 5; then select the "Structural Plane State" page, enter the width and extension length data, select the filling material and undulating roughness condition, and click the "Score" button, and jump to the interface change state diagram 6; then select the "Groundwater" page, click the "Select Activity State" drop-down list box, and jump to the interface change state diagram 7; then select one of the "Select Activity State" and click the "Score" button, and jump to the interface change state diagram 8; then select the "Main Structural Plane Attitude" page, enter the structural plane dip, dip angle and tunnel line trend data, and click the "Calculate Angle" button, and jump to the interface change state diagram 9; then click the "Score" button, and jump to the interface change state diagram 10; then select the "Surrounding Rock Classification Determination" page, enter the maximum principal stress data, and click the "Judge" button, and jump to the interface change state diagram 11; then select the "Judgment Result" page, and jump to the interface change state diagram 12; then click the "Generate Report" button.

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