基于各类人工神经网络的城市浅埋隧道爆震预测与分析

Yin Zuoming, Wang Desheng, Gao Zhaoshuai, Liang Shuchang
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引用次数: 0

摘要

采用采矿法开挖的城市浅埋隧道,特别是处于复杂环境中的隧道,爆破诱发振动会对建筑物产生不良影响。以北京地铁16号线工程为例,在输气管道下方、土石混合区、靠近建筑物的位置,将Sardolfski公式预测的爆破激振速度与正态反传播神经网络(BP-NN)进行了对比分析。研究表明,由于地震波传播介质、爆破技术和围岩性质的影响,Sardolfski公式的平均预测误差大于BP-NN公式的平均预测误差。BP-NN虽然具有较高的预测精度,但仍不能满足精确爆破控制的需要。在现场数据分析的基础上,提出了一种具有局部反馈特性的动态预测模型——Elman神经网络(Elman- nn)。Elman-NN预测的粒子速度精度提高了9.1%。因此,Elman-NN对城市浅埋隧道的安全高效开挖具有深远的指导意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Prediction and Analysis of Blast-Induced Vibration for Urban Shallow Buried Tunnel Using Various Types of Artificial Neural Networks
Urban shallow buried tunnel excavated in mining method may produce a bad effect on constructions by blast-induced vibration, especially for the tunnel in complex environment. Based on Beijing metro line16 engineering which is beneath the gas pipeline, in soil and rocks mixing zone, close to buildings, comparative analysis was done between the blast-induced vibration velocity predicted by Sardolfski formula and normal back propagation neural network(BP-NN). The research shows that the average predict error of Sardolfski formula is larger than that of BP-NN because of influences of medium for seismic wave propagation, blasting technology and surrounding rock properties. Even though the BP-NN has a higher prediction accuracy, it can not meet the needs of precision blasting control. A new dynamic prediction model with local feedback characteristics called Elman neural network(Elman-NN) is proposed based on field data analysis. The prediction particle velocity accuracy of Elman-NN results is improved by 9.1 percentage. Therefore, the Elman-NN has profound guiding significance on urban shallow buried tunnel excavated safety and efficient.
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