工程爆破
工程爆破
공정폭파
Engineering Blasting
2001年
1期
83-88
,共6页
硐室爆破%涌浪%爆破安全
硐室爆破%湧浪%爆破安全
동실폭파%용랑%폭파안전
程高山三次硐室爆破在水域激起的涌浪其形态因地形条件、 爆破参数及水域条件、边界条件的不同而不同,对爆区周围的水域、岸堤和陆域有不同程 度的危害。对涌浪的防范,应根据其强度和危害特点来确定。
程高山三次硐室爆破在水域激起的湧浪其形態因地形條件、 爆破參數及水域條件、邊界條件的不同而不同,對爆區週圍的水域、岸隄和陸域有不同程 度的危害。對湧浪的防範,應根據其彊度和危害特點來確定。
정고산삼차동실폭파재수역격기적용랑기형태인지형조건、 폭파삼수급수역조건、변계조건적불동이불동,대폭구주위적수역、안제화륙역유불동정 도적위해。대용랑적방범,응근거기강도화위해특점래학정。
The form of surges aroused by throwing stone in three chamber blastings in Chenggaoshan project varies with topography,blasting parameters,the conditions of waters and shore.For this reason,they have different harms to the waters,shore and land-structures ar ound a blasting zone.The preventive measures to the surge should be worked out according to its strength and harm features.