2021
DOI: 10.1007/s10064-020-02088-z
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A case study of seismic forward prospecting based on the tunnel seismic while drilling and active seismic methods

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Cited by 15 publications
(4 citation statements)
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“…The performance was evaluated based on accuracy, and the differences between the training-set and test-set accuracies were used to evaluate the generalization performance of the model. Table 9 shows the following: (1) The BILSTM model had the highest accuracy values in both the training and test sets, thereby proving its high performance. (2) The difference values of the BILSTM, MLP, and SVM models were 0.054, 0.116, and 0.094, respectively.…”
Section: Modelmentioning
confidence: 90%
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“…The performance was evaluated based on accuracy, and the differences between the training-set and test-set accuracies were used to evaluate the generalization performance of the model. Table 9 shows the following: (1) The BILSTM model had the highest accuracy values in both the training and test sets, thereby proving its high performance. (2) The difference values of the BILSTM, MLP, and SVM models were 0.054, 0.116, and 0.094, respectively.…”
Section: Modelmentioning
confidence: 90%
“…Tunnel engineering is a crucial part of transportation engineering. Mountainous areas are characterized by significant terrain-height differences, strong tectonic activities, and complex and changeable hydrogeological environments, which can result in great safety hazards during tunnel construction [1,2]. Therefore, it is necessary to evaluate the surrounding rock conditions in front of the tunnel face during tunnel constructions; this can be done through advanced geological forecasting and can prevent potential geological disasters [3][4][5], such as large surrounding rock deformation, landslides, karst collapse, water and/or mud inflow [6][7][8].…”
Section: Introductionmentioning
confidence: 99%
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