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小湾水电站高陡边坡开挖爆破试验

BLASTING TESTS FOR EXCAVATION OF HIGH AND STEEP SLOPES AT XIAOWAN HYDROPOWER STATION

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【作者】 刘美山余强张正宇赵根

【Author】 LIU Mei-shan~(1,2),YU Qiang~2,ZHANG Zheng-yu~2,ZHAO Gen~(1,2)(1.University of Science and Technology of China,Hefei 230027,China;2.Yangtze River Scientific Institute,Wuhan 430010,China)

【机构】 中国科学技术大学长江科学院中国科学技术大学 合肥230027长江科学院武汉430010武汉430010合肥230027长江科学院武汉430010

【摘要】 小湾水电站开挖区地形、地质构造复杂,边坡高而陡。深孔大区爆破规模大,可能会影响边坡的安全,需要通过试验确定合理的开挖爆破方案和爆破参数。试验结果表明,采用垂直于边坡方向上的分区爆破方案,可以彻底消除爆碴压死现象。在全面分析试验结果的基础上,推荐了能确保高陡边坡安全的爆破参数以及爆破震动控制标准。

【Abstract】 There are varied topography and geologic structures and excavated slopes are high and steep at (Xiaowan) Hydropower Station.Because large-scale deep-hole blasting has a potential influence on the safety of high and steep slopes,the practical tests have to be conducted to determine a reasonable excavation scheme and blasting parameters.The test results show that the phenomena of broken-rock dead-press can be completely eliminated when the zonial blasting scheme is used.On the basis of a full analysis on the results of blasting tests,the blasting parameters and blasting vibration criterion are recommended to ensure the safety of the high and steep slopes.

  • 【文献出处】 工程爆破 ,Engineering Blasting , 编辑部邮箱 ,2004年03期
  • 【分类号】TV542
  • 【被引频次】10
  • 【下载频次】156
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