Blast-induced air and ground vibration prediction: a particle swarm optimization-based artificial neural network approach

被引:154
作者
Hajihassani, Mohsen [1 ]
Armaghani, Danial Jahed [2 ]
Monjezi, Masoud [3 ]
Mohamad, Edy Tonnizam [2 ]
Marto, Aminaton [2 ]
机构
[1] Univ Teknol Malaysia, Construct Res Alliance, Utm Skudai 81310, Johor, Malaysia
[2] Univ Teknol Malaysia, Fac Civil Engn, Dept Geotech & Transportat, Utm Skudai 81310, Johor, Malaysia
[3] Tarbiat Modares Univ, Dept Min, Tehran 14115143, Iran
关键词
Vibration blasting impacts; Ground vibration; Air overpressure; Artificial neural network; Particle swarm optimization; AIRBLAST-OVERPRESSURE; PARAMETERS; STRENGTH; FLYROCK; SEARCH; DESIGN; MINE;
D O I
10.1007/s12665-015-4274-1
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Mines, quarries, and construction sites face environmental damages due to blasting environmental impacts such as ground vibration and air overpressure. These phenomena may cause damage to structures, groundwater, and ecology of the nearby area. Several empirical predictors have been proposed by various scholars to estimate ground vibration and air overpressure, but these methods are inapplicable in many conditions. However, prediction of ground vibration and air overpressure is complicated as a consequence of the fact that a large number of influential parameters are involved. In this study, a hybrid model of an artificial neural network and a particle swarm optimization algorithm was implemented to predict ground vibration and air overpressure induced by blasting. To develop this model, 88 datasets including the parameters with the greatest influence on ground vibration and air overpressure were collected from a granite quarry site in Malaysia. The results obtained by the proposed model were compared with the measured values as well as with the results of empirical predictors. The results indicate that the proposed model is an applicable and accurate tool to predict ground vibration and air overpressure induced by blasting.
引用
收藏
页码:2799 / 2817
页数:19
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