Preface |
|
xiii | |
Introduction |
|
xix | |
The multi-disciplinary scope of seismic and rock quality |
|
xix | |
Revealing hidden rock conditions |
|
xx | |
Some basic principles of P, S and Q |
|
xx | |
Q and Q |
|
xxi | |
Limitations of refraction seismic bring tomographic solutions |
|
xxii | |
Nomenclature |
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xxiii | |
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Shallow seismic refraction, some basic theory, and the importance of rock type |
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3 | (16) |
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The challenge of the near-surface in civil engineering |
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3 | (1) |
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Some basic aspects concerning elastic body waves |
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4 | (2) |
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Some sources of reduced elastic moduli |
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5 | (1) |
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Relationships between Vp and Vs and their meaning in field work |
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6 | (1) |
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Some advantages of shear waves |
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7 | (2) |
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Basic estimation of rock-type and rock mass condition, from shallow seismic P-wave velocity |
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9 | (3) |
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Some preliminary conversions from velocity to rock quality |
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12 | (1) |
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Some limitations of the refraction seismic velocity interpretations |
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13 | (3) |
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Assumed limitations may hide the strengths of the method |
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16 | (1) |
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Seismic quality Q and apparent similarities to Q-rock |
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17 | (2) |
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Environmental effects on velocity |
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19 | (16) |
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19 | (5) |
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24 | (1) |
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Uniaxial compressive strength and Vp |
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25 | (2) |
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Weathering and moisture content |
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27 | (3) |
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Combined effects of moisture and pressure |
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30 | (2) |
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Combined effects of moisture and low temperature |
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32 | (3) |
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Effects of anisotropy on Vp |
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35 | (14) |
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An introduction to velocity anisotropy caused by micro-cracks and jointing |
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35 | (3) |
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Velocity anisotropy caused by fabric |
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38 | (2) |
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Velocity anisotropy caused by rock joints |
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40 | (5) |
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Velocity anisotropy caused by interbedding |
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45 | (2) |
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Velocity anisotropy caused by faults |
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47 | (2) |
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Cross-hole velocity and cross-hole velocity tomography |
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49 | (20) |
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Cross-hole seismic for extrapolation of properties |
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49 | (3) |
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Cross-hole seismic tomography in tunnelling |
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52 | (6) |
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Cross-hole tomography in mining |
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58 | (3) |
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Using tomography to monitor blasting effects |
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61 | (3) |
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64 | (2) |
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Cross-hole or cross-well reflection measurement and time-lapse tomography |
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66 | (3) |
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Relationships between rock quality, depth and seismic velocity |
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69 | (28) |
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Some preliminary relationships between RQD, F, and Vp |
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69 | (5) |
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Relationship between rock quality Q and Vp for hard jointed, near-surface rock masses |
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74 | (3) |
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Effects of depth or stress on acoustic joint closure, velocities and amplitudes |
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77 | (11) |
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Compression wave amplitude sensitivities to jointing |
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83 | (5) |
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Stress and velocity coupling at the Gjøvik cavern site |
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88 | (1) |
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Observations of effective stress effects on velocities |
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88 | (4) |
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Integration of velocity, rock mass quality, porosity, stress, strength, deformability |
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92 | (5) |
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Deformation moduli and seismic velocities |
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97 | (20) |
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Correlating Vp with the `static' moduli from deformation tests |
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97 | (7) |
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Dynamic moduli and their relationship to static moduli |
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104 | (5) |
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Some examples of the three dynamic moduli |
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109 | (1) |
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Use of shear wave amplitude, frequency and petite-sismique |
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110 | (1) |
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Correlation of deformation moduli with RMR and Q |
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111 | (6) |
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Excavation disturbed zones and their seismic properties |
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117 | (22) |
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Some effects of the free-surface on velocities and attenuation |
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117 | (2) |
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EDZ phenomena around tunnels based on seismic monitoring |
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119 | (5) |
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EDZ investigations in selected nuclear waste isolation studies |
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124 | (12) |
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124 | (3) |
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127 | (4) |
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131 | (2) |
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Stripa -- effects of heating in the EDZ of a rock mass |
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133 | (3) |
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Acoustic detection of stress effects around boreholes |
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136 | (3) |
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Seismic measurements for tunnelling |
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139 | (20) |
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Examples of seismic applications in tunnels |
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139 | (9) |
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Examples of the use of seismic data in TBM excavations |
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148 | (1) |
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Implications of inverse correlation between TBM advance rate and Vp |
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149 | (2) |
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Use of probe drilling and seismic or sonic logging ahead of TBM tunnels |
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151 | (1) |
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In-tunnel seismic measurements for looking ahead of the face |
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152 | (2) |
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The possible consequences of insufficient seismic investigation due to depth limitations |
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154 | (5) |
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Relationships between Vp, Lugeon value, permeability and grouting in jointed rock |
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159 | (22) |
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Correlation between Vp and Lugeon value |
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159 | (3) |
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Rock mass deformability and the Vp-L-Q correlation |
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162 | (3) |
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Velocity and permeability measurements at in situ block tests |
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165 | (4) |
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Detection of permeable zones using other geophysical methods |
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169 | (1) |
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Monitoring the effects of grouting with seismic velocity |
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170 | (2) |
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Interpreting grouting effects in relation to improved rock mass Q-parameters |
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172 | (9) |
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Seismic quality Q and attenuation at many scales |
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181 | (60) |
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Some basic aspects concerning attenuation and Qseismic |
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181 | (5) |
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A preliminary discussion of the importance of strain levels |
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183 | (1) |
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A preliminary look at the attenuating effect of cracks of larger scale |
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184 | (2) |
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Attenuation and seismic Q from laboratory measurement |
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186 | (4) |
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A more detailed discussion of friction as an attenuation mechanism |
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187 | (2) |
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Effects of partial saturation on seismic Q |
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189 | (1) |
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Effect of confining pressure on seismic Q |
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190 | (7) |
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The four components of elastic attenuation |
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193 | (2) |
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Effect on Qp and Qs of loading rock samples towards failure |
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195 | (2) |
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The effects of single rock joints on seismic Q |
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197 | (5) |
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Attenuation and seismic Q from near-surface measurements |
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202 | (7) |
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Potential links to rock mass quality parameters in jointed rock |
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202 | (3) |
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Effects of unconsolidated sediments on seismic Q |
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205 | (2) |
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Influence of frequency variations on attenuation in jointed and bedded rock |
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207 | (2) |
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Attenuation in the crust as interpreted from earthquake coda |
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209 | (17) |
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Coda Qc from earthquake sources and its relation to rock quality Qc |
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209 | (1) |
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Frequency dependence of coda Qc due to depth effects |
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210 | (2) |
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Temporal changes of coda Qc prior to earthquakes |
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212 | (1) |
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Possible separation of attenuation into scattering and intrinsic mechanisms |
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213 | (1) |
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Changed coda Q during seismic events |
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214 | (4) |
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Attenuation of damage due to acceleration |
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218 | (1) |
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Do microcracks or tectonic structure cause attenuation |
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219 | (2) |
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Down-the-well seismometers to minimise site effects |
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221 | (3) |
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Rock mass quality parallels |
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224 | (2) |
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Attenuation across continents |
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226 | (6) |
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Plate tectonics, sub-duction zones and seismic Q |
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226 | (2) |
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Young and old oceanic lithosphere |
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228 | (1) |
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Lateral and depth variation of seismic Q and seismic velocity |
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228 | (2) |
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Cross-continent Lg coda Q variations and their explanation |
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230 | (1) |
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Effect of thick sediments on continental Lg coda |
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231 | (1) |
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Some recent attenuation measurements in petroleum reservoir environments |
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232 | (9) |
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Anomalous values of seismic Q in reservoirs due to major structures |
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235 | (1) |
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Evidence for fracturing effects in reservoirs on seismic Q |
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236 | (2) |
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Different methods of analysis give different seismic Q |
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238 | (3) |
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Velocity structure of the earth's crust |
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241 | (54) |
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An introduction to crustal velocity structures |
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241 | (3) |
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The continental velocity structures |
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244 | (10) |
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The continental margin velocity structures |
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254 | (7) |
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Explaining a velocity anomaly |
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256 | (5) |
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The mid-Atlantic ridge velocity structures |
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261 | (12) |
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A possible effective stress discrepancy in early testing |
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263 | (2) |
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Smoother depth velocity models |
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265 | (1) |
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Recognition of lower effective stress levels beneath the oceans |
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266 | (1) |
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Direct observation of sub-ocean floor velocities |
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267 | (1) |
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Sub-ocean floor attenuation measurements |
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268 | (2) |
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A question of porosities, aspect ratios and sealing |
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270 | (1) |
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A velocity-depth discussion |
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271 | (1) |
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272 | (1) |
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The East Pacific Rise velocity structures |
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273 | (14) |
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More porosity and fracture aspect ratio theories |
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276 | (1) |
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First sub-Pacific ocean core with sonic logs and permeability tests |
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277 | (2) |
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Attenuation and seismic Q due to fracturing and alteration |
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279 | (2) |
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Seismic attenuation tomography across the East Pacific Rise |
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281 | (2) |
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Continuous sub-ocean floor seismic profiles |
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283 | (4) |
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Age effects summary for Atlantic Ridge and Pacific Rise |
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287 | (8) |
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Decline of hydrothermal circulation with age and sediment cover |
|
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289 | (2) |
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The analogy of pre-grouting as a form of mineralization |
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291 | (4) |
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Rock stress, pore pressure, borehole stability and sonic logging |
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295 | (28) |
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Pore pressure, over-pressure, and minimum stress |
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295 | (2) |
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Pore pressure and over-pressure and cross-discipline terms |
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295 | (1) |
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Minimum stress and mud-weight |
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296 | (1) |
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Stress anisotropy and its intolerance by weak rock |
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297 | (4) |
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Reversal of Ko trends nearer the surface |
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299 | (2) |
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Relevance to logging of borehole disturbed zone |
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301 | (1) |
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Borehole in continuum becomes borehole in local discontinuum |
|
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302 | (4) |
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The EDZ caused by joints, fractures and bedding-planes |
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306 | (5) |
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Loss of porosity due to extreme depth |
|
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311 | (1) |
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Dipole shear-wave logging of boreholes |
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312 | (4) |
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Some further development of logging tools |
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315 | (1) |
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316 | (4) |
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Challenges from ultra HPHT |
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320 | (3) |
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Rock physics at laboratory scale |
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323 | (46) |
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Compressional velocity and porosity |
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323 | (1) |
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324 | (2) |
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Velocity, aspect ratio, pressure, brine and gas |
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326 | (2) |
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Velocity, temperature and influence of fluid |
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328 | (3) |
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Velocity, clay content and permeability |
|
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331 | (1) |
|
Stratigraphy based velocity to permeability estimation |
|
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332 | (3) |
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Correlation to field processes |
|
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334 | (1) |
|
Velocity with patchy saturation effects in mixed units |
|
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335 | (2) |
|
Dynamic Poisson's ratio, effective stress and pore fluid |
|
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337 | (2) |
|
Dynamic moduli for estimating static deformation moduli |
|
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339 | (2) |
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Attenuation due to fluid type, frequency, clay, over-pressure, compliant minerals, dual porosity |
|
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341 | (10) |
|
Comparison of velocity and attenuation in the presence of gas or brine |
|
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341 | (1) |
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Attenuation when dry or gas or brine saturated |
|
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341 | (1) |
|
Effect of frequency on velocity and attenuation, dry or with brine |
|
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342 | (1) |
|
Attenuation for distinguishing gas condensate from oil and water |
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343 | (2) |
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Attenuation in the presence of clay content |
|
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345 | (1) |
|
Attenuation due to compliant minerals and microcracks |
|
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346 | (2) |
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Attenuation with dual porosity samples of limestones |
|
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348 | (2) |
|
Attenuation in the presence of over-pressure |
|
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350 | (1) |
|
Attenuation in the presence of anisotropy |
|
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351 | (3) |
|
Attenuation for fluid front monitoring |
|
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352 | (2) |
|
Anisotropic velocity and attenuation in shales |
|
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354 | (3) |
|
Attenuation anisotropy expressions ε, γ and δ |
|
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356 | (1) |
|
Permeability and velocity anisotropy due to fabric, joints and fractures |
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357 | (8) |
|
Seismic monitoring of fracture development and permeability |
|
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359 | (6) |
|
Rock mass quality, attenuation and modulus |
|
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365 | (4) |
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P-waves for characterising fractured reservoirs |
|
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369 | (38) |
|
Some classic relationships between age, depth and velocity |
|
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369 | (3) |
|
Anisotropy and heterogeneity caused by inter-bedded strata and jointing |
|
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372 | (2) |
|
Some basic anisotropy theory |
|
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373 | (1) |
|
Shallow cross-well seismic tomography |
|
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374 | (5) |
|
Shallow cross-well seismic in fractured rock |
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377 | (1) |
|
Cross-well seismic tomography with permeability measurement |
|
|
377 | (1) |
|
Cross-well seismic in deeper reservoir characterization |
|
|
378 | (1) |
|
Detecting finely inter-layered sequences |
|
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379 | (3) |
|
Larger scale differentiation of facies |
|
|
380 | (2) |
|
Detecting anisotropy caused by fractures with multi-azimuth VSP |
|
|
382 | (4) |
|
Fracture azimuth and stress azimuth from P-wave surveys |
|
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382 | (4) |
|
Sonic log and VSP dispersion effects and erratic seismic Q |
|
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386 | (1) |
|
Dispersion as an alternative method of characterization |
|
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386 | (2) |
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AVO and AVOA using P-waves for fracture detection |
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388 | (6) |
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Model dependence of AVOA fracture orientation |
|
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391 | (1) |
|
Conjugate joint or fracture sets also cause anisotropy |
|
|
392 | (2) |
|
Vp anisotropy caused by faulting |
|
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394 | (1) |
|
Poisson's ratio anisotropy caused by fracturing |
|
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394 | (1) |
|
4C four-component acquisition of seismic including C-waves |
|
|
394 | (3) |
|
4D seismic monitoring of reservoirs |
|
|
397 | (1) |
|
Possible limitations of some rock physics data |
|
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397 | (1) |
|
Oil saturation mapping with 4D seismic |
|
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397 | (1) |
|
4D monitoring of compaction and porosity at Ekofisk |
|
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398 | (4) |
|
Seismic detection of subsidence in the overburden |
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400 | (1) |
|
The periodically neglected joint behaviour at Ekofisk |
|
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401 | (1) |
|
Water flood causes joint opening and potential shearing |
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402 | (1) |
|
Low frequencies for sub-basalt imaging |
|
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403 | (1) |
|
Recent reservoir anisotropy investigations involving P-waves and attenuation |
|
|
404 | (3) |
|
Shear wave splitting in fractured reservoirs and resulting from earthquakes |
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407 | (76) |
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|
407 | (1) |
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Shear wave splitting and its many implications |
|
|
408 | (3) |
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Some sources of shear-wave splitting |
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410 | (1) |
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411 | (5) |
|
A discussion of `criticality' due to microcracks |
|
|
412 | (1) |
|
Temporal changes in polarization in Cornwall HDR |
|
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413 | (2) |
|
A critique of Crampin's microcrack model |
|
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415 | (1) |
|
90°-flips in polarization |
|
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415 | (1) |
|
Theory relating joint compliances with shear wave splitting |
|
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416 | (6) |
|
An unrealistic rock simulant suggests equality between ZN and ZT |
|
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417 | (2) |
|
Subsequent inequality of ZN and ZT |
|
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419 | (1) |
|
Off-vertical fracture dip or incidence angle, and normal compliance |
|
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419 | (2) |
|
Discussion of scale effects and stiffness |
|
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421 | (1) |
|
Dynamic and static stiffness tests on joints by Pyrak-Nolte |
|
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422 | (3) |
|
Discussion of stiffness data gaps and discipline bridging needs |
|
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424 | (1) |
|
Fracture stiffness and permeability |
|
|
425 | (1) |
|
Normal and shear compliance theories for resolving fluid type |
|
|
425 | (3) |
|
In situ compliances in a fault zone inferred from seismic Q |
|
|
427 | (1) |
|
Shear wave splitting from earthquakes |
|
|
428 | (10) |
|
Shear-wave splitting in the New Madrid seismic zone |
|
|
428 | (1) |
|
Shear-wave splitting at Parkfield seismic monitoring array |
|
|
429 | (3) |
|
Shear-wave splitting recorded at depth in Cajon Pass borehole |
|
|
432 | (1) |
|
Stress-monitoring site (SMS) anomalies from Iceland |
|
|
432 | (1) |
|
SW-Iceland, Station BJA shear wave anomalies |
|
|
433 | (2) |
|
Effects of shearing on stiffness and shear wave amplitude |
|
|
435 | (1) |
|
Shear-wave splitting at a geothermal field |
|
|
435 | (1) |
|
Shear wave splitting during after-shocks of the Chi-Chi earthquake in Taiwan |
|
|
436 | (1) |
|
Shear-wave splitting under the Mid-Atlantic Ridge |
|
|
436 | (2) |
|
Recent cases of shear wave splitting in petroleum reservoirs |
|
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438 | (21) |
|
Some examples of S-wave and PS-wave acquisition methods |
|
|
438 | (2) |
|
Classification of fractured reservoirs |
|
|
440 | (2) |
|
Crack density and shearing of conjugate sets at Ekofisk might enhance splitting |
|
|
442 | (3) |
|
Links between shear wave anisotropy and permeability |
|
|
445 | (2) |
|
Polarization-stress alignment from shallow shear-wave splitting |
|
|
447 | (3) |
|
Shear-wave splitting in argillaceous rocks |
|
|
450 | (1) |
|
Time-lapse application of shear-wave splitting over reservoirs |
|
|
451 | (3) |
|
Temporal shear-wave splitting using AE from the Valhall cap-rock |
|
|
454 | (1) |
|
Shear-wave splitting and fluid identification at the Natih field |
|
|
455 | (4) |
|
Dual-porosity poro-elastic modelling of dispersion and fracture size effects |
|
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459 | (21) |
|
A brief survey of rock mechanics pseudo-static models of jointed rock |
|
|
460 | (1) |
|
A very brief review of slip-interface, fracture network and poro-elastic crack models |
|
|
461 | (10) |
|
Applications of Chapman model to Bluebell Altamont fractured gas reservoir |
|
|
471 | (4) |
|
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475 | (1) |
|
Numerical modelling of dynamic joint stiffness effects |
|
|
476 | (3) |
|
A `sugar cube' model representation |
|
|
479 | (1) |
|
A porous and fractured physical model as a numerical model validation |
|
|
480 | (3) |
|
Joint stiffness and compliance and the joint shearing mechanism |
|
|
483 | (76) |
|
Some important non-linear joint and fracture behaviour modes |
|
|
483 | (3) |
|
Aspects of fluid flow in deforming rock joints |
|
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486 | (6) |
|
Coupled stress-flow behaviour under normal closure |
|
|
487 | (1) |
|
Coupled stress-flow behaviour under shear deformation |
|
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488 | (4) |
|
Some important details concerning rock joint stiffnesses Kn and Ks |
|
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492 | (5) |
|
Initial normal stiffness measured at low stress |
|
|
494 | (1) |
|
Normal stiffness at elevated normal stress levels |
|
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495 | (2) |
|
Ratios of Kn over Ks under static and dynamic conditions |
|
|
497 | (10) |
|
Frequency dependence of fracture normal stiffness |
|
|
497 | (1) |
|
Ratios of static Kn to static Ks for different block sizes |
|
|
498 | (1) |
|
Field measurements of compliance ZN |
|
|
499 | (2) |
|
Investigation of normal and shear compliances on artificial surfaces in limestones |
|
|
501 | (2) |
|
The Worthington-Lubbe-Hudson range of compliances |
|
|
503 | (2) |
|
Pseudo-static stiffness data for clay filled discontinuities and major shear zones |
|
|
505 | (1) |
|
Shear stress application may apparently affect compliance |
|
|
506 | (1) |
|
Effect of dry or saturated conditions on shear and normal stiffnesses |
|
|
507 | (6) |
|
Joint roughness coefficient (JRC) |
|
|
508 | (1) |
|
Joint wall compression strength (JCS) |
|
|
509 | (1) |
|
Basic friction angle φb and residual friction angle φr |
|
|
509 | (2) |
|
Empirical equations for the shear behaviour of rock joints |
|
|
511 | (2) |
|
Mechanical over-closure, thermal-closure, and joint stiffness modification |
|
|
513 | (4) |
|
Normal stiffness estimation |
|
|
515 | (1) |
|
Thermal over-closure of joints and some implications |
|
|
515 | (2) |
|
|
517 | (1) |
|
Consequences of shear stress on polarization and permeability |
|
|
517 | (19) |
|
Stress distribution caused by shearing joints, and possible consequences for shear wave splitting |
|
|
518 | (2) |
|
The strength-deformation components of jointed rock masses |
|
|
520 | (3) |
|
Permeability linked to joint shearing |
|
|
523 | (2) |
|
Reservoir seismic case records with possible shearing |
|
|
525 | (1) |
|
The apertures expected of highly stressed `open' joints |
|
|
526 | (5) |
|
Modelling apertures with the BB model |
|
|
531 | (3) |
|
Open joints caused by anisotropic stress, low shear strength, dilation |
|
|
534 | (2) |
|
Non-linear shear strength and the critical shearing crust |
|
|
536 | (5) |
|
Non-linear strength envelopes and scale effects |
|
|
536 | (5) |
|
Critically stressed open fractures that indicate conductivity |
|
|
541 | (7) |
|
The JRC contribution at different scales and deformations |
|
|
544 | (1) |
|
Does pre-peak or post-peak strength resist the assumed crustal shear stress? |
|
|
545 | (3) |
|
Rotation of joint attributes and unequal conjugate jointing may explain azimuthal deviation of S-wave polarization |
|
|
548 | (4) |
|
Classic stress transformation equations ignore the non-coaxiality of stress and displacement |
|
|
552 | (2) |
|
Estimating shallow crustal permeability from a modified rock quality Q-water |
|
|
554 | (5) |
|
The problem of clay-sealed discontinuities |
|
|
555 | (4) |
|
|
559 | (56) |
|
Appendix A -- The Qrock parameter ratings |
|
|
615 | (10) |
|
The six parameters defined |
|
|
615 | (1) |
|
|
615 | (1) |
|
Definitions of characterization and classification as used in rock engineering |
|
|
615 | (1) |
|
Notes on Q-method of rock mass classification |
|
|
615 | (10) |
|
Appendix B -- A worked example |
|
|
625 | (2) |
References |
|
627 | (28) |
Index |
|
655 | (66) |
Colour Plates |
|
721 | |