| 地下爆炸地震耦合效应的静态分析 |
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| 引用本文： | 朱号锋,靳平,肖卫国.地下爆炸地震耦合效应的静态分析[J].地震学报,2010,32(2):234-241. |
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| 作者姓名： | 朱号锋 靳平 肖卫国 |
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| 作者单位： | （ 中国西安 710024 西北核技术研究所 ） |
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| 摘 要： | 首先修正了地下爆炸地震耦合效应的准静态理论,然后利用改进之后的理论对剪切模量、材料强度、围压以及孔隙率不同的介质中地下爆炸的震源强度进行了分析.分析结果表明,对于密实硬岩介质来说,在其它条件不变的情况下,介质的剪切模量越大,震源强度越低;介质的强度越大,震源强度越低;震源强度随着埋深的增加而降低.而干燥多孔介质中的干孔隙率也对震源强度有重要影响.
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| 关 键 词： | 地下爆炸 地震耦合效应 准静态 折合位移势 |
Static analysis on seismic coupling of underground explosions |
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| Zhu Haofeng,Jin Ping,Xiao Weiguo.Static analysis on seismic coupling of underground explosions[J].Acta Seismologica Sinica,2010,32(2):234-241. |
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| Authors: | Zhu Haofeng Jin Ping Xiao Weiguo |
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| Abstract: | By introducing the effect of pore crush, the quasi-static theory on seismic coupling of underground explosions has been modified. The influence of shear modulus, material strength, overburden pressure and porosity on explosive energy coupling is studied. The results indicate that, for close-grained hard rock, the explosive energy coupling decreases with the increase of shear modulus, material strength and overburden pressure, provided other conditions remain unchanged. And for dry porous medium, the explosive energy coupling is influenced by dry porosity. |
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| Keywords: | underground explosion seismic coupling quasi-static reduced displacement potential |
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