摘要
为提升岩体可爆性分级的准确性用以指导爆破作业,将岩石脆性作为反映岩石爆破特性的指标之一,选取岩石单轴抗压强度与单轴抗拉强度比值作为岩石脆性指数,将岩石脆性指数、岩石容重、完整系数、动载强度作为岩体可爆性分级指标,运用熵权法建立属性识别模型,进行岩体可爆性分级。结果表明,脆性指数作为可爆性分级指标是合理的;采用熵权法进行岩体可爆性分级,降低了各指标权重计算的人为干扰,更加客观实际。
In order to improve the accuracy of rock blastability classification for guiding blasting operation,the rock brittleness is taken as one of the indexes for reflecting the rock blasting characteristics.The ratio of rock uniaxial compressive strength to uniaxial tensile strength is selected as the rock brittleness index,and the rock brittleness index,rock bulk density,integrity coefficient and dynamic load strength are used as the rock blastability classification index.An attribute recognition model is established by using the entropy weight method to classify rock blastability.The results show that brittleness index is reasonable as a blastability classification index,and the application of the entropy weight method to classify the rock blastability reduces the artificial interference in the calculation of the weight of each index,and is more objective and practical.
作者
张紫晗
胡光球
郑建礼
利伟军
李庆松
曾辉明
ZHANG Zi-han;HU Guang-qiu;ZHENG Jian-li;LI Wei-jun;LI Qing-song;ZENG Hui-min(Guangdong Xiyuan Blasting Technology Co.,Ltd.,Huizhou 516007,Guangdong,China)
出处
《工程爆破》
CSCD
北大核心
2021年第5期65-71,共7页
Engineering Blasting
关键词
脆性指数
可爆性分级
熵权法
属性识别模型
brittleness index
blastability classification
entropy weight method
attribute recognition mode