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E-raamat: Rock Quality, Seismic Velocity, Attenuation and Anisotropy

  • Formaat: 729 pages
  • Ilmumisaeg: 03-Nov-2006
  • Kirjastus: CRC Press
  • ISBN-13: 9781134160129
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  • Formaat: 729 pages
  • Ilmumisaeg: 03-Nov-2006
  • Kirjastus: CRC Press
  • ISBN-13: 9781134160129

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Seismic measurements take many forms, and appear to have a universal role in the Earth Sciences. They are the means for most easily and economically interpreting what lies beneath the visible surface. There are huge economic rewards and losses to be made when interpreting the shallow crust or subsurface more, or less accurately, as the case may be.

This book describes seismic behaviour at many scales and from numerous fields in geophysics, tectonophysics and rock physics, and from civil, mining and petroleum engineering. Addressing key items for improved understanding of seismic behaviour, it often interprets seismic measurements in rock mechanics terms, with particular attention to the cause of attenuation, its inverse seismic quality, and the anisotropy of fracture compliances and stiffnesses.



Reviewed behaviour stretches over ten orders of magnitude, from micro-crack compliance in laboratory tests to cross-continent attenuation. Between these extremes lie seismic investigation of rock joints, boreholes, block tests, dam and bridge foundations, quarry blasting, canal excavations, hydropower and transportation tunnels, machine bored TBM tunnels, sub-sea sediment and mid-ocean ridge measurements, where the emphasis is on velocity-depth-age models. Attenuation of earthquake coda-waves is also treated, including in-well measurements.

In the later chapters, there is a general emphasis on deeper, higher stress, larger scale applications of seismic, such as shear-wave splitting for interpreting the attenuation, anisotropy and orientation of permeable 'open' fracture sets in petroleum reservoirs, and the 4D seismic effects of water-flood, oil production and compaction. The dispersive or frequency dependence of most seismic measurements and their dependence on fracture dimensions and fracture density is emphasized. The possibility that shear displacement may be required to explain permeability at depth is quantified.



This book is cross-disciplinary, non-mathematical and phenomenological in nature, containing a wealth of figures and a wide review of the literature from many fields in the Earth Sciences. Including a chapter of conclusions and an extensive subject index, it is a unique reference work for professionals, researchers, university teachers and students working in the fields of geophysics, civil, mining and petroleum engineering. It will be particularly relevant to geophysicists, engineering geologists and geologists who are engaged in the interpretation of seismic measurements in rock and petroleum engineering.

Arvustused

"This important, wide-ranging compendium of rock physics research is intended to bridge the information gap that exists between rock mechanics engineers involved with projects in civil, mining and petroleum engineering and geophysicists working in areas such as petroleum reservoir and earthquake studies. [ ...] In the study, largely non-mathematical in nature, the author assembles and refers to a large body of literature concerned with experimental and theoretical studies in which both rock mechanics and geophysics at all scales are involved. [ ...] [ A] most important contribution from which both rock mechanics engineers and geophysicists will benefit immensely." Michael King, Imperial College London, UK

"Let me first start my review by congratulating Barton for making such a cross-disciplinary effort in this book . . . Barton presents an excellent example of what could be accomplished with such collaboration by providing readers a wide perspective of the applications from both geophysics and geomechanics . . . I found the book particularly enjoyable to read since I am a strong advocate of the cross-discipline fertilization of geophysics and geomechanics. I would recommend it as a reference book to both geophysicists and even more to rock mechanics specialists because of the unique multidisciplinary coverage and immense references."

Azra N. Tutuncu, in The Leading Edge, April 2009, Vol. 28 No. 4

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 xxiii
PART I
Shallow seismic refraction, some basic theory, and the importance of rock type
3(16)
The challenge of the near-surface in civil engineering
3(1)
Some basic aspects concerning elastic body waves
4(2)
Some sources of reduced elastic moduli
5(1)
Relationships between Vp and Vs and their meaning in field work
6(1)
Some advantages of shear waves
7(2)
Basic estimation of rock-type and rock mass condition, from shallow seismic P-wave velocity
9(3)
Some preliminary conversions from velocity to rock quality
12(1)
Some limitations of the refraction seismic velocity interpretations
13(3)
Assumed limitations may hide the strengths of the method
16(1)
Seismic quality Q and apparent similarities to Q-rock
17(2)
Environmental effects on velocity
19(16)
Density and Vp
19(5)
Porosity and Vp
24(1)
Uniaxial compressive strength and Vp
25(2)
Weathering and moisture content
27(3)
Combined effects of moisture and pressure
30(2)
Combined effects of moisture and low temperature
32(3)
Effects of anisotropy on Vp
35(14)
An introduction to velocity anisotropy caused by micro-cracks and jointing
35(3)
Velocity anisotropy caused by fabric
38(2)
Velocity anisotropy caused by rock joints
40(5)
Velocity anisotropy caused by interbedding
45(2)
Velocity anisotropy caused by faults
47(2)
Cross-hole velocity and cross-hole velocity tomography
49(20)
Cross-hole seismic for extrapolation of properties
49(3)
Cross-hole seismic tomography in tunnelling
52(6)
Cross-hole tomography in mining
58(3)
Using tomography to monitor blasting effects
61(3)
Alternative tomograms
64(2)
Cross-hole or cross-well reflection measurement and time-lapse tomography
66(3)
Relationships between rock quality, depth and seismic velocity
69(28)
Some preliminary relationships between RQD, F, and Vp
69(5)
Relationship between rock quality Q and Vp for hard jointed, near-surface rock masses
74(3)
Effects of depth or stress on acoustic joint closure, velocities and amplitudes
77(11)
Compression wave amplitude sensitivities to jointing
83(5)
Stress and velocity coupling at the Gjøvik cavern site
88(1)
Observations of effective stress effects on velocities
88(4)
Integration of velocity, rock mass quality, porosity, stress, strength, deformability
92(5)
Deformation moduli and seismic velocities
97(20)
Correlating Vp with the `static' moduli from deformation tests
97(7)
Dynamic moduli and their relationship to static moduli
104(5)
Some examples of the three dynamic moduli
109(1)
Use of shear wave amplitude, frequency and petite-sismique
110(1)
Correlation of deformation moduli with RMR and Q
111(6)
Excavation disturbed zones and their seismic properties
117(22)
Some effects of the free-surface on velocities and attenuation
117(2)
EDZ phenomena around tunnels based on seismic monitoring
119(5)
EDZ investigations in selected nuclear waste isolation studies
124(12)
BWIP -- EDZ studies
124(3)
URL -- EDZ studies
127(4)
Aspo -- EDZ studies
131(2)
Stripa -- effects of heating in the EDZ of a rock mass
133(3)
Acoustic detection of stress effects around boreholes
136(3)
Seismic measurements for tunnelling
139(20)
Examples of seismic applications in tunnels
139(9)
Examples of the use of seismic data in TBM excavations
148(1)
Implications of inverse correlation between TBM advance rate and Vp
149(2)
Use of probe drilling and seismic or sonic logging ahead of TBM tunnels
151(1)
In-tunnel seismic measurements for looking ahead of the face
152(2)
The possible consequences of insufficient seismic investigation due to depth limitations
154(5)
Relationships between Vp, Lugeon value, permeability and grouting in jointed rock
159(22)
Correlation between Vp and Lugeon value
159(3)
Rock mass deformability and the Vp-L-Q correlation
162(3)
Velocity and permeability measurements at in situ block tests
165(4)
Detection of permeable zones using other geophysical methods
169(1)
Monitoring the effects of grouting with seismic velocity
170(2)
Interpreting grouting effects in relation to improved rock mass Q-parameters
172(9)
PART II
Seismic quality Q and attenuation at many scales
181(60)
Some basic aspects concerning attenuation and Qseismic
181(5)
A preliminary discussion of the importance of strain levels
183(1)
A preliminary look at the attenuating effect of cracks of larger scale
184(2)
Attenuation and seismic Q from laboratory measurement
186(4)
A more detailed discussion of friction as an attenuation mechanism
187(2)
Effects of partial saturation on seismic Q
189(1)
Effect of confining pressure on seismic Q
190(7)
The four components of elastic attenuation
193(2)
Effect on Qp and Qs of loading rock samples towards failure
195(2)
The effects of single rock joints on seismic Q
197(5)
Attenuation and seismic Q from near-surface measurements
202(7)
Potential links to rock mass quality parameters in jointed rock
202(3)
Effects of unconsolidated sediments on seismic Q
205(2)
Influence of frequency variations on attenuation in jointed and bedded rock
207(2)
Attenuation in the crust as interpreted from earthquake coda
209(17)
Coda Qc from earthquake sources and its relation to rock quality Qc
209(1)
Frequency dependence of coda Qc due to depth effects
210(2)
Temporal changes of coda Qc prior to earthquakes
212(1)
Possible separation of attenuation into scattering and intrinsic mechanisms
213(1)
Changed coda Q during seismic events
214(4)
Attenuation of damage due to acceleration
218(1)
Do microcracks or tectonic structure cause attenuation
219(2)
Down-the-well seismometers to minimise site effects
221(3)
Rock mass quality parallels
224(2)
Attenuation across continents
226(6)
Plate tectonics, sub-duction zones and seismic Q
226(2)
Young and old oceanic lithosphere
228(1)
Lateral and depth variation of seismic Q and seismic velocity
228(2)
Cross-continent Lg coda Q variations and their explanation
230(1)
Effect of thick sediments on continental Lg coda
231(1)
Some recent attenuation measurements in petroleum reservoir environments
232(9)
Anomalous values of seismic Q in reservoirs due to major structures
235(1)
Evidence for fracturing effects in reservoirs on seismic Q
236(2)
Different methods of analysis give different seismic Q
238(3)
Velocity structure of the earth's crust
241(54)
An introduction to crustal velocity structures
241(3)
The continental velocity structures
244(10)
The continental margin velocity structures
254(7)
Explaining a velocity anomaly
256(5)
The mid-Atlantic ridge velocity structures
261(12)
A possible effective stress discrepancy in early testing
263(2)
Smoother depth velocity models
265(1)
Recognition of lower effective stress levels beneath the oceans
266(1)
Direct observation of sub-ocean floor velocities
267(1)
Sub-ocean floor attenuation measurements
268(2)
A question of porosities, aspect ratios and sealing
270(1)
A velocity-depth discussion
271(1)
Fracture zones
272(1)
The East Pacific Rise velocity structures
273(14)
More porosity and fracture aspect ratio theories
276(1)
First sub-Pacific ocean core with sonic logs and permeability tests
277(2)
Attenuation and seismic Q due to fracturing and alteration
279(2)
Seismic attenuation tomography across the East Pacific Rise
281(2)
Continuous sub-ocean floor seismic profiles
283(4)
Age effects summary for Atlantic Ridge and Pacific Rise
287(8)
Decline of hydrothermal circulation with age and sediment cover
289(2)
The analogy of pre-grouting as a form of mineralization
291(4)
Rock stress, pore pressure, borehole stability and sonic logging
295(28)
Pore pressure, over-pressure, and minimum stress
295(2)
Pore pressure and over-pressure and cross-discipline terms
295(1)
Minimum stress and mud-weight
296(1)
Stress anisotropy and its intolerance by weak rock
297(4)
Reversal of Ko trends nearer the surface
299(2)
Relevance to logging of borehole disturbed zone
301(1)
Borehole in continuum becomes borehole in local discontinuum
302(4)
The EDZ caused by joints, fractures and bedding-planes
306(5)
Loss of porosity due to extreme depth
311(1)
Dipole shear-wave logging of boreholes
312(4)
Some further development of logging tools
315(1)
Mud filtrate invasion
316(4)
Challenges from ultra HPHT
320(3)
Rock physics at laboratory scale
323(46)
Compressional velocity and porosity
323(1)
Density, Vs and Vp
324(2)
Velocity, aspect ratio, pressure, brine and gas
326(2)
Velocity, temperature and influence of fluid
328(3)
Velocity, clay content and permeability
331(1)
Stratigraphy based velocity to permeability estimation
332(3)
Correlation to field processes
334(1)
Velocity with patchy saturation effects in mixed units
335(2)
Dynamic Poisson's ratio, effective stress and pore fluid
337(2)
Dynamic moduli for estimating static deformation moduli
339(2)
Attenuation due to fluid type, frequency, clay, over-pressure, compliant minerals, dual porosity
341(10)
Comparison of velocity and attenuation in the presence of gas or brine
341(1)
Attenuation when dry or gas or brine saturated
341(1)
Effect of frequency on velocity and attenuation, dry or with brine
342(1)
Attenuation for distinguishing gas condensate from oil and water
343(2)
Attenuation in the presence of clay content
345(1)
Attenuation due to compliant minerals and microcracks
346(2)
Attenuation with dual porosity samples of limestones
348(2)
Attenuation in the presence of over-pressure
350(1)
Attenuation in the presence of anisotropy
351(3)
Attenuation for fluid front monitoring
352(2)
Anisotropic velocity and attenuation in shales
354(3)
Attenuation anisotropy expressions ε, γ and δ
356(1)
Permeability and velocity anisotropy due to fabric, joints and fractures
357(8)
Seismic monitoring of fracture development and permeability
359(6)
Rock mass quality, attenuation and modulus
365(4)
P-waves for characterising fractured reservoirs
369(38)
Some classic relationships between age, depth and velocity
369(3)
Anisotropy and heterogeneity caused by inter-bedded strata and jointing
372(2)
Some basic anisotropy theory
373(1)
Shallow cross-well seismic tomography
374(5)
Shallow cross-well seismic in fractured rock
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
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
382(4)
Sonic log and VSP dispersion effects and erratic seismic Q
386(1)
Dispersion as an alternative method of characterization
386(2)
AVO and AVOA using P-waves for fracture detection
388(6)
Model dependence of AVOA fracture orientation
391(1)
Conjugate joint or fracture sets also cause anisotropy
392(2)
Vp anisotropy caused by faulting
394(1)
Poisson's ratio anisotropy caused by fracturing
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
397(1)
Oil saturation mapping with 4D seismic
397(1)
4D monitoring of compaction and porosity at Ekofisk
398(4)
Seismic detection of subsidence in the overburden
400(1)
The periodically neglected joint behaviour at Ekofisk
401(1)
Water flood causes joint opening and potential shearing
402(1)
Low frequencies for sub-basalt imaging
403(1)
Recent reservoir anisotropy investigations involving P-waves and attenuation
404(3)
Shear wave splitting in fractured reservoirs and resulting from earthquakes
407(76)
Introduction
407(1)
Shear wave splitting and its many implications
408(3)
Some sources of shear-wave splitting
410(1)
Crack density and EDA
411(5)
A discussion of `criticality' due to microcracks
412(1)
Temporal changes in polarization in Cornwall HDR
413(2)
A critique of Crampin's microcrack model
415(1)
90°-flips in polarization
415(1)
Theory relating joint compliances with shear wave splitting
416(6)
An unrealistic rock simulant suggests equality between ZN and ZT
417(2)
Subsequent inequality of ZN and ZT
419(1)
Off-vertical fracture dip or incidence angle, and normal compliance
419(2)
Discussion of scale effects and stiffness
421(1)
Dynamic and static stiffness tests on joints by Pyrak-Nolte
422(3)
Discussion of stiffness data gaps and discipline bridging needs
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
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
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)
The SeisRox model
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
486(6)
Coupled stress-flow behaviour under normal closure
487(1)
Coupled stress-flow behaviour under shear deformation
488(4)
Some important details concerning rock joint stiffnesses Kn and Ks
492(5)
Initial normal stiffness measured at low stress
494(1)
Normal stiffness at elevated normal stress levels
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)
Mechanical over-closure
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)
Conclusions
559(56)
Appendix A -- The Qrock parameter ratings
615(10)
The six parameters defined
615(1)
Combination in pairs
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


Nick Barton has over 40 years of international experience in rock engineering, and has been involved in numerous important and iconic tunnel, cavern and rock slope projects. He has developed many tools and methods, such as the widely used Q-system, for rock classification and support selection and the Barton-Bandis constitutive laws for rock joint computer modeling. He currently teaches at the University of São Paulo and manages an international consultancy (Nick Barton & Associates, São Paulo Oslo).



Dr. Nick Barton was the 2011 recipient of the distinguished Müller Award, an award that honours the memory of Professor Leopold Müller, the founder of the ISRM (International Society of Rock Mechanics), and awarded in recognition of distinguished contributions to the profession of rock mechanics and rock engineering.