Tunnel advanced geological prediction method, computer-readable storage medium

Abstract

The invention discloses a method for advanced geological prediction of tunnels and a computer-readable storage medium. The method for advanced geological prediction of tunnels includes: arranging a three-dimensional observation system on the face of the tunnel to realize excitation and reception of three-dimensional seismic waves; The collected data is processed to obtain the location of the anomalous body. The data processing based on the deep learning algorithm includes: based on the AlexNet convolutional neural network model algorithm, the bad track data of the collected data is eliminated and filtered; based on the U‑Net convolutional neural network model algorithm, the first wave is identified, And estimate the velocity of the direct wave; perform linear motion correction on the original data excluding bad track data; superimpose the data after linear motion correction on the equal travel time profile; pick up the reflective layer on the superimposed data. The tunnel advance geological prediction method and the computer-readable storage medium can improve the detection efficiency and detection accuracy of abnormal bodies.

Description

technical field [0001] The invention relates to the technical field of tunnel engineering, in particular to a method for advanced geological prediction of tunnels and a computer-readable storage medium. Background technique [0002] Tunnel advance prediction technology is a technical method to detect the geological environment and geological structure in front of the tunnel face before and during the construction of the tunnel. Among them, the advanced tunnel prediction technology based on seismic detection detects the surrounding rock information in front of the tunnel face according to the elastic wave field of the tunnel surrounding rock, which has a large detection depth and high detection accuracy, and is one of the main advanced prediction technologies. According to the different detection methods, the existing tunnel advance prediction technology based on seismic detection can be roughly divided into two-dimensional detection technology and quasi-three-dimensional det...

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Problems solved by technology

[0003] In the process of realizing the present invention, the inventors found that the advance prediction technology based on seismic detection often has the problems of misdetection or missed detection, low detection efficiency, long data processing period, and strong multi-solution of interpretation results.

[0004] Specifically, the inventors found that although the observation systems of two-dimensional detection technologies such as HSP and TSP technology have a certain spatial distribution, due to the limitation of the tunnel space, the seismic wave excitation and reception angle is extremely small, and the imaging quality is poor, making it difficult to obtain accurate geological data. Abnormal body information

Compared with two-dimensional observation technology, quasi-three-dimensional detection technologies such as TRT, TST, and TSWD have improved the wave velocity analysis accuracy and the imaging accuracy of unfavorable geological bodies. Due to the influence of the subsurface, it is difficult to arrange the shot point and the receiver point in all directions, and it is easy to lose part of the phase data, so it is difficult to realize the real three-dimensional detection; secondly, the abnormal body reflection signal received on the tunnel wall is easily affected by the tunnel surrounding rock surface wave, The signal-to-noise ratio is low due to the interference of strong non-reflection information such as converted waves and horizontal strata parallel to the tunnel axis; at the same time, the existing seismic data for advance prediction of tunnels is mostly processed manually, which has a long period and high cost, and the processing results are subject to external influences. Factors and technical personnel's professional knowledge have a great influence, and imaging has strong multi-solutions, and the tunnel advance prediction method based on manual methods cannot directly compare the tunnel advance prediction seismic data of different tunnel construction locations

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