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小湾水电站高陡边坡开挖爆破试验
引用本文:刘美山,余强,张正宇,赵根.小湾水电站高陡边坡开挖爆破试验[J].工程爆破,2004,10(3):68-71.
作者姓名:刘美山  余强  张正宇  赵根
作者单位:1. 中国科学技术大学,合肥230027;长江科学院,武汉,430010
2. 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。

关 键 词:岩石开挖  深孔爆破  边坡稳定  爆破试验
文章编号:1006-7051(2004)03-0068-04
修稿时间:2003年3月15日

BLASTING TESTS FOR EXCAVATION OF HIGH AND STEEP SLOPES AT XIAOWAN HYDROPOWER STATION
LIU,Mei-shan.BLASTING TESTS FOR EXCAVATION OF HIGH AND STEEP SLOPES AT XIAOWAN HYDROPOWER STATION[J].Engineering Blasting,2004,10(3):68-71.
Authors:LIU  Mei-shan
Affiliation:LIU Mei-shan~
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.
Keywords:Rock  excavation  Deep-hole  blasting  Slope  stability  Blasting  tests
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