Analysis of blasting damage in adjacent mining excavations

被引：42

作者：

Yugo, Nick ^{[1
]}

Shin, Woo ^{[1
]}

机构：

[1] Yukon Zinc Corp, Whitehorse, YT Y1A 5X9, Canada

来源：

JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING | 2015年 / 7卷 / 03期

关键词：

Blasting damage; Vibration monitoring; Adjacent tunnel development; Dynamic loading of friction bolts; Jinduicheng Molybdenum; Wolverine Mine; Yukon Zinc;

D O I：

10.1016/j.jrmge.2014.12.005

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

Following a small-scale wedge failure at Yukon Zinc's Wolverine Mine in Yukon, Canada, a vibration monitoring program was added to the existing rockbolt pull testing regime. The failure in the 1150 drift occurred after numerous successive blasts in an adjacent tunnel had loosened friction bolts passing through an unmapped fault. Analysis of blasting vibration revealed that support integrity is not compromised unless there is a geological structure to act as a failure plane. The peak particle velocity (PPV) rarely exceeded 250 mm/s with a frequency larger than 50 Hz. As expected, blasting more competent rock resulted in higher PPVs. In such cases, reducing the round length from 3.5 m to 2.0 m was an effective means of limiting potential rock mass and support damage. (C) 2015 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V. All rights reserved.

引用

页码：282 / 290

页数：9

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