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Reservoir Geomechanics This interdi
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cambridge university press Cambridg
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Contents Preface page xi PART I: BA
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ix Contents More on drilling-induce
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Preface This book has its origin in
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xiii Preface done with Pavel Peska
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1 The tectonic stress field My goal
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5 The tectonic stress field chapter
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7 The tectonic stress field signifi
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9 The tectonic stress field S v Nor
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0 SEAFLOOR 2000 Depth (feet below s
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a. Stress or pressure 0 20 40 60 80
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15 The tectonic stress field The o
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17 The tectonic stress field Observ
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180˚ 216˚ 252˚ 288˚ 324˚ 64˚
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21 The tectonic stress field 121 o
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23 The tectonic stress field 62N 0
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a. Margarita Pays b. Stress state a
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2 Pore pressure at depth in sedimen
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29 Pore pressure at depth in sedime
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31 Pore pressure at depth in sedime
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33 Pore pressure at depth in sedime
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35 Pore pressure at depth in sedime
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37 Pore pressure at depth in sedime
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39 Pore pressure at depth in sedime
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41 Pore pressure at depth in sedime
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43 Pore pressure at depth in sedime
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45 Pore pressure at depth in sedime
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47 Pore pressure at depth in sedime
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a. 2000 OFFSHORE TRINIDAD CENTER OF
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51 Pore pressure at depth in sedime
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53 Pore pressure at depth in sedime
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55 Pore pressure at depth in sedime
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57 Basic constitutive laws a. ELAST
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59 Basic constitutive laws Figure 3
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61 Basic constitutive laws Linear e
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63 Basic constitutive laws Vutukuri
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65 Basic constitutive laws Elastici
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67 Basic constitutive laws a. Stres
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69 Basic constitutive laws depend o
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71 Basic constitutive laws a. 20 18
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a. Confining pressure (MPa) 30 25 2
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75 Basic constitutive laws a. Creep
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a. 30 25 Differential stress (MPa)
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79 Basic constitutive laws a. 1 0.9
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81 Basic constitutive laws where th
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83 Basic constitutive laws the b pa
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85 Rock failure in compression, ten
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87 Rock failure in compression, ten
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89 Rock failure in compression, ten
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91 Rock failure in compression, ten
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93 Rock failure in compression, ten
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95 Rock failure in compression, ten
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s 3 = 30 s 3 = 40 97 Rock failure i
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99 Rock failure in compression, ten
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101 Rock failure in compression, te
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103 Rock failure in compression, te
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105 Rock failure in compression, te
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107 Rock failure in compression, te
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109 Rock failure in compression, te
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a. 200 150 V p (m/s) 4000 2000 1000
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Table 4.1. Empirical relationships
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115 Rock failure in compression, te
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a. 600 500 Frequency (counts) 400 3
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119 Rock failure in compression, te
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121 Rock failure in compression, te
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123 Rock failure in compression, te
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125 Rock failure in compression, te
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127 Rock failure in compression, te
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x x x x x x x x x x x x x x Plate-d
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131 Rock failure in compression, te
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133 Rock failure in compression, te
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a. 0 Stress or pressure 0 20 40 60
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137 Rock failure in compression, te
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139 Rock failure in compression, te
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141 Faults and fractures at depth S
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143 Faults and fractures at depth t
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145 Faults and fractures at depth c
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147 Faults and fractures at depth a
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149 Faults and fractures at depth A
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151 Faults and fractures at depth a
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153 Faults and fractures at depth A
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155 Faults and fractures at depth a
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157 Faults and fractures at depth w
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159 Faults and fractures at depth F
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161 Faults and fractures at depth i
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163 Faults and fractures at depth m
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6 Compressive and tensile failures
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169 Compressive and tensile failure
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. 140 a. 120 100 S hmin S Hmax R S
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173 Compressive and tensile failure
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175 Compressive and tensile failure
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177 Compressive and tensile failure
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a. b. c. 5400 5600 5800 6000 Depth
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181 Compressive and tensile failure
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183 Compressive and tensile failure
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185 Compressive and tensile failure
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187 Compressive and tensile failure
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Table 6.1. Quality ranking system A
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191 Compressive and tensile failure
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193 Compressive and tensile failure
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195 Compressive and tensile failure
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197 Compressive and tensile failure
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199 Compressive and tensile failure
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201 Compressive and tensile failure
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203 Compressive and tensile failure
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205 Compressive and tensile failure
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207 Determination of S 3 from mini-
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209 Determination of S 3 from mini-
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211 Determination of S 3 from mini-
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a. 2500 2 Shut-in Shut-in 2000 1.5
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215 Determination of S 3 from mini-
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217 Determination of S 3 from mini-
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219 Determination of S 3 from mini-
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221 Determination of S 3 from mini-
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223 Determination of S 3 from mini-
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225 Determination of S 3 from mini-
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227 Determination of S 3 from mini-
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229 Determination of S 3 from mini-
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231 Determination of S 3 from mini-
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233 Determination of S 3 from mini-
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8 Wellbore failure and stress deter
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237 Wellbore failure and stress det
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239 Wellbore failure and stress det
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241 Wellbore failure and stress det
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243 Wellbore failure and stress det
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245 Wellbore failure and stress det
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247 Wellbore failure and stress det
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249 Wellbore failure and stress det
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251 Wellbore failure and stress det
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253 Wellbore failure and stress det
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255 Wellbore failure and stress det
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257 Wellbore failure and stress det
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Fast 259 Wellbore failure and stres
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261 Wellbore failure and stress det
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263 Wellbore failure and stress det
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265 Wellbore failure and stress det
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267 Stress fields of the processes
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180˚ 270˚ 0˚ 90˚ 180˚ 70˚ 70
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271 Stress fields collision of two
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273 Stress fields and Schubert 2002
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275 Stress fields essentially perpe
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277 Stress fields 55 Normal faultin
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279 Stress fields and pore pressure
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Table 9.1. Empirical methods for es
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283 Stress fields a. 9100 b. 10000
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285 Stress fields original data com
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287 Stress fields practical importa
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289 Stress fields 0 Strike-slip fau
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291 Stress fields 0 Reverse faultin
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293 Stress fields Log data Density
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295 Stress fields 2050 2050 S hmin
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297 Stress fields depth (Figure 9.1
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10 Wellbore stability In this chapt
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303 Wellbore stability et al. 2003)
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305 Wellbore stability a. Predicted
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307 Wellbore stability a. Equivalen
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309 Wellbore stability S Hmax N S h
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311 Wellbore stability 60 80 100 12
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313 Wellbore stability a. b. c. 6.5
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315 Wellbore stability 12 10 8 6 4
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317 Wellbore stability a. b. 100 10
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319 Wellbore stability of the forma
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321 Wellbore stability part of Figu
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323 Wellbore stability a. 15.8 15.6
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325 Wellbore stability S 3 P grow P
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327 Wellbore stability pressures -
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329 Wellbore stability 90 80 70 60
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331 Wellbore stability sandstones a
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333 Wellbore stability This type of
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335 Wellbore stability Figure 10.22
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337 Wellbore stability Figure 10.24
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339 Wellbore stability and drawdown
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341 Critically stressed faults and
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343 Critically stressed faults and
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345 Critically stressed faults and
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347 Critically stressed faults and
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349 Critically stressed faults and
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351 Critically stressed faults and
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353 Critically stressed faults and
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a. Available test wells Observation
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357 Critically stressed faults and
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Breakout orientation (N o E) 0 90 1
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361 Critically stressed faults and
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363 Critically stressed faults and
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365 Critically stressed faults and
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367 Critically stressed faults and
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369 Critically stressed faults and
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371 Critically stressed faults and
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373 Critically stressed faults and
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SSTAVD (feet) 375 Critically stress
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377 Critically stressed faults and
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379 Effects of reservoir depletion
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381 Effects of reservoir depletion
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383 Effects of reservoir depletion
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385 Effects of reservoir depletion
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387 Effects of reservoir depletion
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389 Effects of reservoir depletion
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Figure 12.6. (a) Cartoon of a hypot
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393 Effects of reservoir depletion
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395 Effects of reservoir depletion
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397 Effects of reservoir depletion
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399 Effects of reservoir depletion
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401 Effects of reservoir depletion
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403 Effects of reservoir depletion
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405 Effects of reservoir depletion
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407 Effects of reservoir depletion
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409 Effects of reservoir depletion
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411 Effects of reservoir depletion
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413 Effects of reservoir depletion
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415 Effects of reservoir depletion
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417 Effects of reservoir depletion
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419 Effects of reservoir depletion
- Page 870: 421 Effects of reservoir depletion
- Page 876: 424 References Baria, R., Baumgaerd
- Page 880: 426 References Carmichael, R. S. (1
- Page 884: 428 References Ekstrom, M. P., Daha
- Page 888: 430 References Grollimund, B. R. an
- Page 892: 432 References Hudson, J. A. and Pr
- Page 896: 434 References Mastin, L. (1988).
- Page 900: 436 References Ostermeier, R. M. (2
- Page 904: 438 References 71337. SPE Annual Te
- Page 908: 440 References Van Oort, E., Hale,
- Page 912: 442 References Zoback, M. D., Apel,
- Page 918: Index σ rr , radial stress 91, 170
- Page 924: 448 Index ridge push 270 RMS (root
- Page 934: 180˚ 216˚ 252˚ 288˚ 324˚ 64˚
- Page 938: a. 70 Pressure history - Lapeyrouse
- Page 942: . 140 a. 120 100 S hmin S Hmax R S
- Page 946: Figure 6.4. (a) Wellbore breakouts
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- Page 954: a. b. Figure 6.17. The area in whic
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- Page 962: a. b. Tendency for breakouts Orient
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Depth (feet) S Hmax N S hmin W S v
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Figure 10.9. (a) Probability densit
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S Hmax ABOVE THE FAULT 9 10 11 12 R
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-9 200' - 9200 ' - 9 600 ' a. LESS
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a. 0.4 m = 1.0 m = 0.6 t/S v 0.2 0
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a. 3000 S Hmax = 10N 3100 3200 Dept
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a. ALL FRACTURES FROM SIT FRACTURES
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a. A S Hmax A-CENTRAL FAULT HIGH RE
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a. A b. N N A B C B C D D E E 0 1 2
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N Vertical Displacement cm 2 N East