A History of Research and a Review of Recent Developments

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Ground shock from concentrated underground explosions 95 ground level exhibits a ‘double peak’ with the instantaneous incident pressure pulse followed by a separate reflected pressure pulse. Figure 5.4 suggests an approximate linear relationship of S/R=0.5. Scaled reflected pressure curves show that reflected pressure increases very quickly when R/W 1/3
96 Structural loading from local explosions where ß is a time constant, and ρ is mass density. Also, V 0 =p i /(ρc), (5.12) and experiments show that α�1.0 and ß�0.4. Free-field stresses and ground motions for charges exploding close to a structure in soil are given by the following expressions: (5.13) where I 0 is peak impulse, n is an attenuation coefficient and f a factor that depends on the depth below the surface of the charge, and is sometimes known as the ground shock coupling factor. It is the ratio of the ground shock Figure 5.5 Peak stresses for underground explosions in various types of soil (from Drake and Little, ref. 5.5).
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EXPLOSIVE LOADING OF ENGINEERING ST
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Explosive Loading of Engineering St
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Contents Preface vii Acknowledgemen
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Preface A long time ago I walked ov
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Acknowledgements The reports from w
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xii Notation m mass of projectile m
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xiv Notation Q work done during exp
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Introduction Explosions can threate
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Introduction xix Bertram Hopkinson
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Introduction xxi in the seventeenth
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Introduction xxiii own versions of
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Introduction xxv indoor shelters an
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Introduction xxvii explosions/ stru
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Introduction xxix particularly dama
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Introduction xxxi but the feeling i
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2 The nature of explosions propelli
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4 The nature of explosions or rathe
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6 The nature of explosions ogive, a
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8 The nature of explosions mass, an
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10 The nature of explosions Figure
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12 4 lb cylinders, TNT, 3.75 lb sph
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14 The nature of explosions As Figu
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16 The nature of explosions of the
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18 1.4 THE DECAY OF INSTANTANEOUS O
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20 The nature of explosions Figure
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22 The nature of explosions where I
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24 sometimes written in psi as The
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26 The nature of explosions 1.20 Ki
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28 The detonation of explosive char
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Page 77 and 78: 44 The detonation of explosive char
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Page 94 and 95: Dust explosions 61 as the period 19
Page 96 and 97: Gas explosions 63 reported by Palme
Page 98 and 99: Gas explosions 65 workings in very
Page 100 and 101: Vapour cloud explosions 67 the leak
Page 102 and 103: References 69 in Los Angeles Harbou
Page 104 and 105: 4 Structural loading from distant e
Page 106 and 107: Uniformly distributed pressures 73
Page 108 and 109: Table 4.1 Loading/time relationship
Page 110 and 111: Loading/time relationships 77 overp
Page 112 and 113: Loading/time relationships 79 side
Page 114 and 115: Loads on underground structures 81
Page 120 and 121: Loads on underwater structures 87 c
Page 122: References 89 4.12 Allgood, J. (197
Page 125 and 126: 92 Structural loading from local ex
Page 127: 94 Structural loading from local ex
Page 131 and 132: 98 The general empirical equation f
Page 133 and 134: 100 Structural loading from local e
Page 145 and 146: 112 Figure 5.16 Relationship betwee
Page 153 and 154: 120 Pressure measurement and blast
Page 175 and 176: 142 Penetration and fragmentation r
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146 Penetration and fragmentation w
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148 Penetration and fragmentation T
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152 Penetration and fragmentation F
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152 Penetration and fragmentation n
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158 Figure 7.16 Penetration simulat
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162 Penetration and fragmentation b
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164 Table 7.1 Penetration and fragm
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168 Penetration and fragmentation I
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170 Penetration and fragmentation l
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174 Penetration and fragmentation p
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176 Penetration and fragmentation o
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178 Penetration and fragmentation o
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180 Penetration and fragmentation 7
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182 Penetration and fragmentation 7
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184 The effects of explosive loadin
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188 Table 8.1 It is worth noting th
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200 Table 8.5 The effects of explos
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216 Response, safety and evolution
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224 In the log-normal distribution
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230 Cole, R.H. 46, 48, 53, 55, 99 C
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232 Petry 143 Philip, E.B. 13, 14,
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Subject index Aircraft damage 207 A
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A History of Research and a Review of Recent Developments

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