摘要
从理论上提出了降低隔河岩水利枢纽砼人工骨料开采大块率的小抵抗 线深孔微差爆破技术.通过现场试验确定了合理的钻爆参数和微差起爆方 式,给出了相应的技术措施.
Small burden deep hole millisecond blasting technique for the reduction of oversized blocks in artificial aggregate preparation in Geheyan Hydraulic Project (Hubei Prov., PRC) is advanced theoretically. Through four full-scale-in-situs experiments, applicable drilling and blasting parameters and suitable millisecond detonation method are found out. Appropriate technical measures are proposed correspondingly.
出处
《大连理工大学学报》
EI
CAS
CSCD
北大核心
1993年第S1期117-122,共6页
Journal of Dalian University of Technology
关键词
深孔爆破
毫秒爆破
二次爆破
人工骨料制备/爆破试验
爆破块度
deep hole blasting
millisecond blasting
secondary blasting
artificial aggregate preparation/blasting experiment
blasting fragmentation