罗忆,卢文波,陈明,舒大强

• 1:武汉大学水资源与水电工程科学国家重点实验室

摘要(Abstract)：

简要回顾了国内外爆破振动安全判据的发展历程,综合分析了岩石高边坡和地下洞室围岩的爆破振动破坏机理、动力稳定性评价方法和爆破振动对新浇混凝土影响等方面的研究现状与进展,介绍了国内矿山、水电及核电行业采用的有关建(构)筑物、岩石高边坡、地下洞室围岩、基岩以及新浇混凝土的主要爆破振动安全判据标准,并与国外相关标准进行比较。分析讨论了以往爆破振动破坏机理研究中存在的问题以及现有爆破安全判据中的不足,如未对爆破地震波作用下岩体中波的传播问题和边坡动力响应问题的不同破坏机理加以区分,现有爆破振动安全判据中未对振动频率和持续时间的影响加以考虑等。

关键词(KeyWords)： 爆破振动;安全判据;质点峰值振动速度;频率

Abstract:

Keywords:

基金项目(Foundation): 国家“十一五”科技支撑计划(2008BAB29B01);; 雅砻江水电开发联合研究基金(50639100);; 国家自然科学基金面上项目(50779050)

作者(Author): 罗忆,卢文波,陈明,舒大强

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