PCA-KNN-based TBM construction surrounding rock comprehensive grading prediction method
A technology of surrounding rock classification and prediction method, applied in prediction, CAD numerical modeling, data processing applications, etc., can solve the problem that it is difficult to see the specific situation of the surrounding rock of the tunnel face, achieve rich evaluation information, and solve the disaster of dimensionality , the effect of high accuracy
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Embodiment 1
[0058] This embodiment discloses such as figure 1 As shown, a comprehensive classification prediction method for TBM construction surrounding rock based on principal component analysis and k-nearest neighbor algorithm (PCA-KNN), the working steps are as follows:
[0059] Step 1. Using the actual construction speed of TBM as an indicator, combined with domestic and foreign TBM construction statistics, the construction surrounding rock is divided into four levels: Ⅰ, Ⅱ, Ⅲ, Ⅳ. The larger the number of levels, the slower the TBM construction;
[0060] Step 2. Based on the conditions of the rock mass itself, the interaction of rock machines and domestic and foreign engineering data examples, determine all the influencing factor indicators for the comprehensive classification of surrounding rock in TBM construction;
[0061] Step 3. Collect the index data of the influencing factors in the work area that need to be predicted and the corresponding comprehensive surrounding rock grade ...
Embodiment 2
[0095] The purpose of this embodiment is to provide a computing device, including a memory, a processor, and a computer program stored in the memory and operable on the processor. When the processor executes the program, the following steps are implemented, including:
[0096] Use the actual construction speed of TBM as an index to classify the construction surrounding rock;
[0097] Determine all the influencing factor indicators for the comprehensive classification of surrounding rock in TBM construction;
[0098] Obtain the index data of the influencing factors in the work area that need to be predicted and the corresponding comprehensive surrounding rock classification data classified according to the construction speed, and normalize the mean and variance of the index values of the influencing factors;
[0099] The principal component analysis method is used to conduct principal component analysis on the influencing factors obtained from the excavation, and several prin...
Embodiment 3
[0104] The purpose of this embodiment is to provide a computer-readable storage medium.
[0105] A computer-readable storage medium, on which a computer program is stored, and when the program is executed by a processor, the following steps are performed:
[0106] Use the actual construction speed of TBM as an index to classify the construction surrounding rock;
[0107] Determine all the influencing factor indicators for the comprehensive classification of surrounding rock in TBM construction;
[0108] Obtain the index data of the influencing factors in the work area that need to be predicted and the corresponding comprehensive surrounding rock classification data classified according to the construction speed, and normalize the mean and variance of the index values of the influencing factors;
[0109] The principal component analysis method is used to conduct principal component analysis on the influencing factors obtained from the excavation, and several principal compon...
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