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机构地区:[1]西南交通大学土木学院,四川成都610031 [2]江西理工大学环境与建筑学院,江西赣州341000
出 处:《爆炸与冲击》2007年第1期68-74,共7页Explosion and Shock Waves
摘 要:基于粘性岩石中爆破地震的波动能流衰减规律,探讨了药包群同时起爆产生的地震场中波动能流主导方向及其在同方向上振动峰值与爆心距的关系,获得了药包群同时起爆地震场中振动峰值分布规律,确立了药包群包络面与边坡面的夹角和边坡地震强度的关系,依此关系,对攀西高速公路边坡爆破开挖重新设计,改变药包群包络面倾角,降低了边坡震动强度,确保了边坡稳定性。Based on the principle of blasting seismic waves' energy disperse in clay stone, the predominant direction of wave's energy flowing and the relation between vibrations' peek values and the distance from blasting sources, are researched, so that the rule of vibration's peak values strike is drawn, furthermore, the relation between slope's vibration intensity, and the angle between the slop plain and the envelope in which explosive charges exist, is obtained. By the regulation, blasting cutting in slop of Pan-Xi highway are redesigned, adjusting the dip angle of the envelope in which the explosives lie, to restraint the seismic vibration of the slope and to remain stableness of the slop.
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