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基于粒子群优化-反向传播(PSO-BP)优化神经网络与网络技术的地下厂房围岩参数云图反演分析

Cloud inversion analysis of surrounding rock parameters for underground powerhouse based on PSO-BP optimized neural network and web technology.

作者信息

Qu Long, Xie Hong-Qiang, Pei Jian-Liang, Li You-Gen, Wu Jia-Ming, Feng Gan, Xiao Ming-Li

机构信息

State Key Laboratory of Hydraulics and Mountain River Engineering, College of Water Resource and Hydropower, Sichuan University, Chengdu, 610065, China.

Sinohydro Bureau 7 Co., LTD, Chengdu, 610213, China.

出版信息

Sci Rep. 2024 Jun 22;14(1):14399. doi: 10.1038/s41598-024-65556-6.

DOI:10.1038/s41598-024-65556-6
PMID:38909109
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC11193791/
Abstract

Aiming at the shortcomings of the BP neural network in practical applications, such as easy to fall into local extremum and slow convergence speed, we optimized the initial weights and thresholds of the BP neural network using the particle swarm optimization (PSO). Additionally, cloud computing service, web technology, cloud database and numerical simulation were integrated to construct an intelligent feedback analysis cloud program for underground engineering safety monitoring based on the PSO-BP algorithm. The program could conveniently, quickly, and intelligently carry out numerical analysis of underground engineering and dynamic feedback analysis of surrounding rock parameters. The program was applied to the cloud inversion analysis of the surrounding rock parameters for the underground powerhouse of the Shuangjiangkou Hydropower Station. The calculated displacement simulated with the back-analyzed parameters matches the measured displacement very well. The posterior variance evaluation shows that the posterior error ratio is 0.045 and the small error probability is 0.999. The evaluation results indicate that the intelligent feedback analysis cloud program has high accuracy and can be applied to engineering practice.

摘要

针对BP神经网络在实际应用中易陷入局部极值、收敛速度慢等缺点,采用粒子群优化算法(PSO)对BP神经网络的初始权值和阈值进行优化。此外,集成云计算服务、网络技术、云数据库和数值模拟,构建了基于PSO-BP算法的地下工程安全监测智能反馈分析云程序。该程序能够方便、快速、智能地进行地下工程数值分析和围岩参数动态反馈分析。将该程序应用于双江口水电站地下厂房围岩参数的云反演分析,反演参数模拟计算得到的位移与实测位移吻合良好。后验方差评估表明,后验误差比为0.045,小误差概率为0.999。评估结果表明,该智能反馈分析云程序具有较高精度,可应用于工程实践。

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https://cdn.ncbi.nlm.nih.gov/pmc/blobs/d854/11193791/b2f9bae7fe9d/41598_2024_65556_Fig10_HTML.jpg
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