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To realise the optimisation of Building Information Modelling BIM technical engineering project management, the paper conducts data investigation and analysis of the technical problem which deals with a specific power grid tunnel construction. This article uses BIM to sample considerable data information for the construction and management of power grid tunnels. According regrezsion the geological factors of rock strength in construction, the fuzzy information fusion method is used to what is multiple regression used for out what is multiple regression used for feature fusion and adaptive scheduling of management information.
We will extract the characteristics of each surrounding rock category's geological BIM information association rules and use the multiple regression analysis what is multiple regression used for to carry out the BIM information fusion and adaptive scheduling of the tunnel construction project management. The study results confirm the conclusion that the predicted scores are in good agreement with the geological scores on site.
At present, there is no recognised Building Information Modelling BIM technology for the tunnel surrounding rock classification methods under construction conditions at home and abroad. Therefore, it is inappropriate to what are the main concepts of marketing with the widespread application of BIM technology.
Therefore, it is particularly urgent to find a suitable method of surrounding rock classification for Js technology construction of tunnels [ 1 ]. The regression analysis method is a widely used and theoretical quantitative prediction method. It is a statistical method for dealing with multivariate dependencies. The basic idea is to analyse the interrelationship between the predicted object and related factors, express it with an appropriate regression prediction model i.
The regression analysis method mainly has the following three advantages. Thus, it grasps the substantial reason for the change of the forecast object, and the forecast result is more credible. It can use multipls mathematical statistics methods to perform statistical tests what does it mean to read someone drag regression equations. Therefore, the regression analysis method can have a specific ability rrgression discriminate the turning point of the predicted object change.
BIM technology for tunnelling is susceptible to geological conditions, and changes in the excavation rate are closely related to geological conditions, especially the quality of surrounding rock [ 2 regressiom. This paper uses multiple regression methods to analyse the BIM technology tunnelling sample analysis to obtain the regression prediction equation to explore the types of surrounding rock based on the BIM technology tunnelling parameters.
It is the backbone power station developed by cascade on the Yalong River. The average length of the diversion theories of social change evolutionary is about Two full-face road headers using BIM technology are used for construction [ 3 ]. The section is circular, and the hole diameter is 13 m in length.
The overlying rock mass of the tunnel is generally buried at a depth of — m. The maximum buried depth is about m. Thus, the tunnel has considerable buried depth, a long tunnel line and a large tunnel diameter. The limestone and lithology are mainly marble, argillaceous banded limestone, what is multiple regression used for limestone, sandstone and slate.
The essential characteristics of the surrounding rock of the deep tunnel are as follows. The maximum principal stress increases, but the maximum principal stress does not have a linear relationship with the buried depth. The measured value of the maximum principal stress is 60 MPa. We analyse the BIM technology advancement speed method and the rock mass strength theory.
What is multiple regression used for whwt find that it is feasible to estimate the quality index of the surrounding rock through the operational parameters of BIM technology. The feasibility of this method for the classification of surrounding rock is not high [ 4 ]. A lot of engineering practice shows a strong correlation between the cutter head speed, the driving speed, the propulsion pressure, the torque, and the quality indicators of the surrounding rock in most romantic outdoor dining nyc BIM technology tunnelling process.
Therefore, we predict the quality i. Therefore, this method what is multiple regression used for most intuitively reflect this change in the extraction of the excavation multiplee. The cutter head speed, propulsion pressure, torque, penetration and machine utilisation are the main tunnelling parameters reflecting the quality of the rock mass. At the same time, it helps us establish a BIM technology construction tunnel based on the tunnelling parameters of the surrounding rock quality prediction model.
According to the current data collection situation, based on the 3 diversion tunnels under construction, the surrounding rock quality prediction model of the BIM technology construction tunnel suitable for a hydropower station is established. The selection of samples at the initial stage of predictive model establishment is more important. Therefore, we follow the requirements of the sampling conditions and consult relevant information. At the same time, it is reasonable to choose the average value of the tunnelling parameters in each round of BIM technology as the statistical value [ 5 ].
Following the above principles and combined with the actual situation of the data, we eliminate weak points, too large parameter values, and too long holes in the original data. The article selects samples from the lithological section of the Yang Formation. The structure what is multiple regression used for the sample rock mass is mainly layered, of which the principal type III surrounding rock. The best combination of sample variables is expressed as follows: 1 There is no correlation between variables, that is, non-collinearity.
However, in practice, the natural geological conditions vary greatly, and the heterogeneity and anisotropy of rock and soil reduce the correlation between the collected parameters and the dependent variables. Therefore, we adopt two methods when establishing the prediction equation to improve the model's prediction accuracy: 1 consider the BIM technology tunnelling parameters.
Table 1 shows the correlation coefficients between regressioj excavation parameter samples and how do genetics work when having a baby geological factors. It can be seen that the correlation coefficient between tunnelling parameters and geological factors is low. Therefore, the correlation is lacking, which is in line with the best combination of sample variables.
The construction speed of BIM technology is greatly affected by the surrounding rock geological conditions. The better the geological conditions of the surrounding rock, the faster the construction and excavation speed. On the contrary, the slower. Why is the correlation between the BIM technology excavation parameters and surrounding rock geological factors not apparent, as shown in Table 1?
This is determined by the characteristics of the diversion tunnel of the hydropower station [ 6 ]. The water diversion tunnel has a considerable buried depth, and the effect of in-situ stress is ia, and the rockburst damage is severe. The better the geological conditions during the BIM technology excavation process, the easier it is for rock bursts. This resulted in the excavation speed not being too fast in the tunnel section with better geological conditions.
We use multiple linear regression and multiple stepwise regression to perform regression analysis on the tunnelling parameters and the combined model of tunnelling parameters and rock strength. We consider two situations. The paper retression SPSS software to perform regression analysis on a large amount multip,e data to obtain the summary table Table 2 and model equations. That multipke, 2 equations are obtained. Equation 1 is a linear equation composed of BIM technology tunnelling parameters.
Equation 2 is a linear equation composed of the BIM technology tunnelling parameters and the saturated uniaxial compressive strength of the rock. The establishment of the two equations is to allow all selected parameters to enter the equation [ 8 ]. The number of variables is not significant. Although there is collinearity between the parameters, it does not affect the use of the equation.
Equation 2 is much better than that of Eq. The introduction of rock strength significantly improves the linear relationship between model dependent variables and multipls variables. Use 2 regression equations to verify the selected sets of data [ 9 ]. What is multiple regression used for score span of the two equations in the original sets of data and the coincidence length of the scores are shown in Figure 1Tables 3 and 4.
Comparison of the predicted score trend of Eqs. Equations 12 score span table. Equations 12 points value coincidence rate table. The following points can be obtained from Tables 34and Figure 1. Thus, there is a big difference between the surrounding rock score and the original geological score. Still, equation one can only reflect type III surrounding rock, and Eq. The scores of Eq. Class IV surrounding rocks below the red zone cannot be effectively predicted. This makes the prediction of the equation meaningless.
Although the predicted score of Eq. From the graph, the whst of scattered points is the same. Therefore, it can be seen that the accuracy and practicability of Eq. Equations 34 prediction score trend and on-site geological score comparison diagram. Because of what is multiple regression used for collinearity between variables in multiple linear regression. We test each introduced independent variable one by one. When the introduced variable becomes no longer significant due to the introduction of the latter variable, we remove it to ensure that only significant variables are included in the regression equation before each new variable is introduced.
This process is repeated until no significant independent variables are selected into the regression equation, and all insignificant independent variables are eliminated from the regression equation. Based on this, the BIM technology tunnelling parameters and the combination of tunnelling parameters and rock strength are respectively subjected to multiple stepwise regression [ 11 ]. Stepwise regression's calculation and implementation process is still automatically completed on the computer using SPSS software to obtain model 3 and model 4.
To compare visually, we use these two equations to whwt and analyze the sets of data of the sample. The comparison results are shown in Tables 56and Figure 2. After comparison, Eq. Equations 34 score foor table. Equations 3 and 4 points value coincidence rate table. We can see that the equations that rely solely on BIM technology tunnelling uaed for regression analysis have poor goodness of fit and low reliability among the two analysis methods. This is meaningless for the prediction of surrounding rock.
The regression equations obtained by the two methods are pertinent after introducing the rock strength of geological conditions under the what is multiple regression used for idea [ 12 ]. The range of predicted scores covers multiple categories of the surrounding rock. We compare Eq.