Prediction method of surface deformation due to construction based on least square support vector machine

A technology of support vector machine and least squares, which is applied in the prediction of surface deformation caused by construction and the prediction of shield construction, can solve the problems of oversimplification and poor engineering application effect, and achieve the effect of low calculation cost and high efficiency

Inactive Publication Date: 2015-05-06
BEIJING JIAOTONG UNIV +1
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Problems solved by technology

However, the current research has made many simplifications and assumptions on the technical characteristics of shield tunneling. The surface deformation prediction method either involves too many theoretical parameters, and the engineering application effect is poor, or it is too simplified and cannot directly reflect the shield tunneling parameters. Influence, theory and practice require surface deformation prediction and analysis methods that can directly reflect the influence of shield tunneling parameters

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  • Prediction method of surface deformation due to construction based on least square support vector machine
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  • Prediction method of surface deformation due to construction based on least square support vector machine

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Embodiment Construction

[0023] Please refer to the attached figure 1 As shown, the present invention is a method for predicting surface deformation caused by construction based on least squares support vector machine, which includes the following steps:

[0024] (1) Collect sample data for surface deformation prediction

[0025] Eight variables are taken as the input variables, including the buried depth of the tunnel, the standard penetration value of the overburden of the vault, the pressure of the soil bin, the propulsion speed, the thrust, the torque, the rotating speed of the cutterhead, and the amount of grouting, and the two variables of the maximum deformation value of the surface and the width of the settlement trough are used as the output. Variables, arrange the values ​​of the above-mentioned variables on different test sections to form a sample data set; wherein, the sample data is specifically the data of the shield tunneling (initial) excavation stage;

[0026] (2), establish a traini...

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Abstract

The invention relates to a prediction method of surface deformation due to construction based on a least square support vector machine. The prediction method includes the following processing steps: (1), collecting surface deformation sample data needed for prediction due to shield construction; (2), building a training sample set and a testing sample set; (3), building a surface deformation prediction model based on the least square support vector; and (4), inputting the stratum parameter and the shield tunneling working parameter and conducting surface deformation prediction. The prediction method of surface deformation realizes surface deformation intelligent prediction which can consider the shield tunneling parameters through little sample data, and is low in calculation cost, high in efficiency and applicable to rapid prediction of the surface deformation due to new-building shield tunnel construction with little sample data.

Description

【Technical field】 [0001] The invention relates to a prediction method for shield tunneling construction, in particular to a prediction method for surface deformation caused by construction based on a least square support vector machine, and belongs to the technical field of underground construction engineering. 【Background technique】 [0002] Surface deformation (maximum deformation and settlement trough width) caused by subway tunnel construction is the core content of urban environmental impact control, and has always been a hot issue in the field of tunnel and underground engineering research. In recent years, with the rapid development of subway projects in urban central areas and the wide application of shield tunneling technology, the prediction of surface deformation caused by shield tunneling has attracted widespread attention at home and abroad. [0003] Numerical methods (finite element method, finite difference method, discrete element method, particle flow method...

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06Q10/04G06Q50/08
CPCG06Q10/04G06Q50/08
Inventor 李兴高袁大军郭玉海乔国刚蔡志勇李达姜厚停宁文光李国帅
Owner BEIJING JIAOTONG UNIV
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