Javascript must be enabled to continue!
Classification Prediction of Rockburst in Railway Tunnel Based on Hybrid PSO-BP Neural Network
View through CrossRef
Rockburst is one of the main disasters in railway tunnel construction. In order to accurately predict the rockburst intensity level of the railway tunnel, the rock stress coefficient
σ
θ
/
σ
c
, rock brittleness coefficient
σ
c
/
σ
t
, and elastic energy index
W
et
are used as evaluation indexes of rockburst intensity, and a BP neural network rockburst prediction model based on hybrid particle swarm optimization algorithm is proposed. First, 90 groups of existing rockburst examples are selected as the basic data of the mode based on the research results at home and abroad. Then, the BP neural network is improved by using particle swarm optimization (PSO) combined with the simulated annealing algorithm. The results are obtained from the training data. Based on hybrid PSO-BP neural network, the prediction model of rockburst intensity is obtained. Finally, the model is applied to the actual railway tunnel project to verify. The results show that the model takes into account individual optimization and global optimization and can correctly and effectively predict the rockburst grade of the railway tunnel, which provides a new method for rockburst prediction of the railway tunnel.
Title: Classification Prediction of Rockburst in Railway Tunnel Based on Hybrid PSO-BP Neural Network
Description:
Rockburst is one of the main disasters in railway tunnel construction.
In order to accurately predict the rockburst intensity level of the railway tunnel, the rock stress coefficient
σ
θ
/
σ
c
, rock brittleness coefficient
σ
c
/
σ
t
, and elastic energy index
W
et
are used as evaluation indexes of rockburst intensity, and a BP neural network rockburst prediction model based on hybrid particle swarm optimization algorithm is proposed.
First, 90 groups of existing rockburst examples are selected as the basic data of the mode based on the research results at home and abroad.
Then, the BP neural network is improved by using particle swarm optimization (PSO) combined with the simulated annealing algorithm.
The results are obtained from the training data.
Based on hybrid PSO-BP neural network, the prediction model of rockburst intensity is obtained.
Finally, the model is applied to the actual railway tunnel project to verify.
The results show that the model takes into account individual optimization and global optimization and can correctly and effectively predict the rockburst grade of the railway tunnel, which provides a new method for rockburst prediction of the railway tunnel.
Related Results
Mechanism of Vibration Energy Action on Dynamic Instability of Shock-Type Rockburst Carrier System
Mechanism of Vibration Energy Action on Dynamic Instability of Shock-Type Rockburst Carrier System
In coal mining, the rockburst intensity triggered by the mine earthquake is often greater in the mining area, and the precursor information is more difficult to capture. In this pa...
Effect of the Initial Support of the Tunnel on the Characteristics of Rockburst: Case Study and Mechanism Analysis
Effect of the Initial Support of the Tunnel on the Characteristics of Rockburst: Case Study and Mechanism Analysis
Rockburst is still a stubborn disease in the field of engineering geology. The present research pays more attention to the influence of geological conditions on rockburst and less ...
Revisiting Rockburst Predictive Models for Seismically Active Mines
Revisiting Rockburst Predictive Models for Seismically Active Mines
ABSTRACT:
Rockburst is a mining-induced seismic event characterized by a sudden explosion of rock due to the release of strain energy stored in rock mass, often o...
An Optimized Deep Neural Network for Rockburst Damage Potential Modelling
An Optimized Deep Neural Network for Rockburst Damage Potential Modelling
ABSTRACT
Managing ground prone to rockburst is challenging, especially in seismically active underground mines. Over the past few decades, numerous studies have b...
Mechanisms of Tunnel Rockburst Development Under Complex Geostress Conditions in Plateau Regions
Mechanisms of Tunnel Rockburst Development Under Complex Geostress Conditions in Plateau Regions
The Qinghai–Xizang Plateau and its surrounding regions have experienced intense tectonic activity, resulting in complex geostress environments that cause frequent and distinctive r...
Rockburst grade probability prediction models based on PSO parameter optimization
Rockburst grade probability prediction models based on PSO parameter optimization
Abstract
Rockburst is a complex dynamic hazard in underground engineering, with the characteristics of sudden, random and destructive, seriously threatening the safety of c...
The Mechanical Criterion of Activation and Instability of Normal Fault Induced by the Movement of Key Stratum and Its Disaster‐Causing Mechanism of Rockburst in the Hanging Wall Mining
The Mechanical Criterion of Activation and Instability of Normal Fault Induced by the Movement of Key Stratum and Its Disaster‐Causing Mechanism of Rockburst in the Hanging Wall Mining
Coal mine rockburst is closely related to the complex geological structure. Understanding the criterion of the fault activation instability and the disaster‐causing mechanism of ro...
Study on Large Deformation Prediction and Control Technology of Carbonaceous Slate Tunnel in Lixiang Railway
Study on Large Deformation Prediction and Control Technology of Carbonaceous Slate Tunnel in Lixiang Railway
The construction of railway tunnel in carbonaceous slate environment is easy to cause rock mass disturbance, which leads to large deformation of surrounding rock and then threatens...

