Development of Effective Medium Models for Quantification of Elastic Properties and Modeling of Velocity Dispersion of Saturated Rocks

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Total Pages : 474 pages
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Book Synopsis Development of Effective Medium Models for Quantification of Elastic Properties and Modeling of Velocity Dispersion of Saturated Rocks by : Paul Mikhaël Sayar

Download or read book Development of Effective Medium Models for Quantification of Elastic Properties and Modeling of Velocity Dispersion of Saturated Rocks written by Paul Mikhaël Sayar and published by . This book was released on 2015 with total page 474 pages. Available in PDF, EPUB and Kindle. Book excerpt: Elastic effective medium theory (EMT) relates to quantitative rock physics modeling that calculates macroscopic properties of a mixture by incorporating the individual elastic properties, the volume fractions, and the spatial arrangement of the constituents that make up the rock. Despite the valuable merits of effective medium models, these theories exhibit limitations that require further investigation. Common instances are the non-unique configurations of the rock’s elements that give rise to identical wave velocities and the limiting assumption that rocks are purely elastic materials. Consequently, direct applications of classical EMTs can yield inaccurate and non-unique estimates of rock fabric properties that directly affect the assessment of elastic properties. The primary purpose of this dissertation is to improve the reliability of rock physics models based on the use of effective medium theories. In the first part, a rock physics model is developed for reliable estimation of velocities and elastic properties for sandstone-shale laminated rocks that are assumed to be vertical transverse isotropic (VTI). The new model is concerned with the reproduction of typical geological features and petrophysical properties of such formations that exhibit complex rock fabric. Isotropic and anisotropic versions of the self-consistent approximation and the differential effective medium theory, and Backus average are invoked to compute the effective medium’s stiffness tensor. The rock is separated into volumes of sandstone (regarded as isotropic) and shale (regarded as VTI), which are treated separately to reliably reproduce the spatial arrangement of the individual components included in the rock. Shale volumes enclose penny-shaped cracks and clay platelets aligned in the horizontal direction. Total porosity is divided into percolating porosity, isolated pores, and aligned fractures. The new simulation method is implement in three wells in the Haynesville shale and the Barnett shale. Estimates of elastic properties are verified when calculated velocities and sonic logs are in agreement. All relative differences between simulated and measured velocities are below 5.4%. To reduce non-uniqueness, electrical resistivity is calculated with modified effective medium theories and a procedure to compute Stoneley velocity is combined with the rock physics model. A method is advanced to calculate stress distribution and fracture initiation pressure around potential wellbores drilled horizontally in VTI rocks from the stiffness tensor obtained with the improved rock physics model. Effects of degree of anisotropy and elastic properties on fracture initiation pressure are investigated to determine a criterion to locate optimal depths along a vertical well to place a horizontal well. In the second part of the dissertation, an effective medium model is developed for reproduction of four of the main mechanisms of dispersion and attenuation of acoustic waves in saturated rocks. Simple and practical alternatives are introduced for effective medium modeling that account for dispersion mechanisms due to fluid flow inside the pore space. Biot’s flow and squirt flow effects are simulated by the calculation of frequency-dependent equivalent bulk and shear moduli for the solid background of the rock. When equal to the static moduli of minerals that compose the matrix of a rock at low frequencies, dynamic moduli of the solid background become complex at high frequencies and their absolute value increases. Frequency-dependent solid moduli are used as elastic properties of the matrix material in which fluid-filled porous inclusions are then added with dynamic self-consistent approximations for replication of acoustic scattering phenomena due to stiff pores and cracks. Resulting elastic features of the saturated medium calculated with the frequency-dependent effective medium model display viscoelastic behavior. Velocity predictions are conducted on synthetic examples to investigate conditions where dynamic rock physics modeling is necessary to obtain accurate elastic properties.

Rock Physics and Geofluid Detection

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Publisher : Frontiers Media SA
ISBN 13 : 2889715620
Total Pages : 359 pages
Book Rating : 4.8/5 (897 download)

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Book Synopsis Rock Physics and Geofluid Detection by : Jing Ba

Download or read book Rock Physics and Geofluid Detection written by Jing Ba and published by Frontiers Media SA. This book was released on 2021-10-29 with total page 359 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Capillary Pressure Model for Frequency Dependent Velocity-saturation Relations

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ISBN 13 :
Total Pages : pages
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Book Synopsis Capillary Pressure Model for Frequency Dependent Velocity-saturation Relations by : Amrita Sen

Download or read book Capillary Pressure Model for Frequency Dependent Velocity-saturation Relations written by Amrita Sen and published by . This book was released on 2016 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: Relating the remotely-sensed elastic properties of rock to fluid saturation has been a debated (if not unanswered) question of rock physics. This question often arises during a time-lapse seismic interpretation where the goal is to understand where and how much of injected or original pore fluid is located (Landro 2001, Lumley 2001). The Gassmann (1951) fluid substitution equation remains the cornerstone of fluid substitution. The problem of applying this equation at partial saturation is that one needs to provide the effective bulk modulus of the mixture of the fluid phases. One way of arriving at this effective bulk modulus is to assume that the fluid phases coexist at the pore scale and each pore contains parts of water and 1- parts of gas, where is the water saturation. In this uniform-saturation case, the harmonic average of the bulk moduli of the fluid phases can be used as the effective bulk modulus of the mixture. Because harmonic averaging produces the lower bound for the bulk modulus of the mixture, the uniform saturation assumption produces the lower bound for the bulk modulus of rock at partial saturation (Mavko et al., 2009). However, this assumption is not always valid. For example, Domenico (1976) demonstrated in the laboratory that the elastic properties of partially saturated rock deviate from those computed from this theory. Later, this finding was confirmed by, e.g., Cadoret (1993) and Brie (1995). In the former work, the CT scans of the partially saturated limestone samples revealed that the fluid phases were distributed in patches whose size was much larger than the individual pore size. Coincidentally, the measured velocity in these samples exceeded that predicted by the uniform saturation assumption. In the latter work, a similar situation was found in well log data, especially well pronounced in gas sands. In contrast to uniform saturation, the situation revealed by Cadoret (1993) is called patchy saturation. Several empirical (e.g., Domenico, 1976; and Brie et al., 1995) and theoretical (e.g., Dvorkin and Nur, 1998; and Sengupta, 2000) equations help relate to the elastic properties of a rock volume with patchy saturation. These equations typically produce the upper bound for the anticipated bulk modulus of partially saturated rock. The difference between these bounds (as computed, respectively, from the uniform and patchy saturation assumptions) can be large, especially in soft rock and at high . To assess this uncertainty, Knight et al. (1998) offer a process-driven theory based on the premise of capillary pressure equilibrium in wet rock subject to gas injection. This theory is physics based and does not require an a-priori assumption about fluid distribution in the pore space. In fact, it produces the fluid phase distribution in the rock as a function of water saturation. It also does not require any adjustable parameters and can directly use measurable rock properties, such as porosity, permeability, density, and the elastic P- and S-wave velocities. This theory is based on experiment-supported understanding of how fluid invades porous rock. Sen and Dvorkin (2011) have compared and contrasted the existing popular methods of fluid substitution with the theory developed in Knight et al. (1998), showing that it may be particularly useful for decreasing the uncertainty associated with large elastic bounds that may make saturation analysis difficult. In addition to understanding the fluid distribution, it is crucial to understand the effect of the fluid distribution on elastic properties and its behavior with frequency. Data for energy exploration is collected from the ultrasonic frequency (laboratory measurements) all the way up to near-zero frequency (seismic data). Porous fluids give rise to frequency dependence of velocity and amplitude attenuation due to dispersion. The measured data cannot be compared directly due to this frequency dependence. In order to correctly analyze seismic data, especially when using laboratory or well log data as a constraint, it is critical to consider how the elastic wave velocity behaves with frequency. The question still remains of how to accurately relate seismic properties to fluid saturations, particularly in reservoirs where there are fluids with significantly contrasting elastic properties (ex. Gas reservoirs, steam flood injections, CO2 injections). In addition, with current workflows, it is necessary to pre-assign an assumed fluid distribution (uniform or patchy). This can lead to significantly different saturation analysis results, and it can be difficult to determine which distribution type is most appropriate for the reservoir of interest. Here, I summarize a methodology to improve the process of fluid substitution and saturation analysis of seismic data. Preliminary work has been done by Sen and Dvorkin (2011) to show the benefits of applying the methodology established in Knight et al.(1998) to understand the elastic behavior of fluid distributions, and model behavior which falls between the uniform and patchy saturation bounds based on the capillary pressure equilibrium concept. The thesis is three fold, consisting of the following: (1) development of a rock physics model that can describe the fluid distribution within porous media and relate the behavior of elastic wave velocity with frequency, (2) use of the model to match existing laboratory data measured by Cadoret (1992) and (3) application of the workflow to a real seismic data set (BHP Macedon Reservoir) to derive a probabilistic gas saturation map. In part (1) we develop a method to incorporate frequency dependence into the original methodology from Knight et al. (1998) by introducing the concepts of measurement scale and model scale. As the procedure calls for subdividing the model reservoir, we reference the measurement scale to be the scale at which measured heterogeneity data is available (typically core or well log). The scale we wish to model then is a larger one, typically the seismic. The frequency decreases as we go from core to seismic, and can be characterized by a diffusion length, which has an inverse relationship with frequency. We employ the diffusion length to constrain which parts of the subdivided reservoir will be observed as uniform or patchy. Thus for a single reservoir, we can determine the expected relationships between velocity and saturation at any given frequency. In this section we also briefly investigate the sensitivity of the CPET workflow to spatial information, and provide a means for incorporating a variogram into the workflow. In part (2) we apply the above outlined workflow from part (1) to several laboratory measurements from Cadoret (1992). Velocity versus saturation was available for each core at 3 different ultrasonic frequencies, along with appropriate heterogeneity data. We were able to reproduce much of the observed laboratory behavior using the workflow outlined in part (1), and came away with a few particularly significant observations. First and foremost, the porosity distribution plays a major role in the curvature of the velocity versus saturation profiles. A bimodal distribution creates very different behavior as compared to a uniform distribution, all other variables held equal. Realizing this, we can glean important information about the porosity distribution simply from the shape of the curves. Additionally we find that the permeability plays a role in the transitional shape of these curves, as well as the expected irreducible water saturation. We have developed a system based on the lessons learned from matching the Cadoret (1992) data that can help a person quickly glean several insights about the reservoir in question simply from observing a single velocity-saturation curve. We also note that our workflow does appear to have a limitation, highlighted by this particular application, in that it does not appropriately account for the possibility of squirt flow. Squirt flow can occur when taking ultrasonic measurements, and for one of the Cadoret (1992) samples we were unable to obtain a match at the highest recorded frequency. While this mis-match could be the result of some other experimental procedures or a specific heterogeneity pattern at a very small scale, we suspect that the CPET workflow is unable to capture squirt flow behavior, as we were able to obtain a match for the two lower frequencies. Thus, we exercise caution in using CPET as the only model when working with very high frequency data, and recommend the possibility of coupling it with a squirt-flow model. Lastly, in part (3) we apply the CPET workflow to the BHP Macedon reservoir data set. The data consists of four angle stacks, which we used to perform both pre-stack and post-stack inversions. The CPET workflow was then used to create an impedance-saturation model at the appropriate frequency for the Macedon reservoir. This CPET model can then be used as a "key" to obtain a saturation map from velocity (and other parameters). This process created a good saturation match at the two provided well locations, with more details in variation observed in the pre-stack data analysis, likely due to the large range in angle. The Macedon data set was ideal for this kind of analysis as there were not significant changes in lithology across the reservoir, which can heavily influence observed velocities. We outline the steps and data required to create these saturation maps, and indicate the importance and effect of any given assumptions in the workflow. In addition, an error analysis is conducted to determine the sensitivity of impedance to saturation for the specific case of the Macedon.

W.H. Jarrett

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ISBN 13 :
Total Pages : pages
Book Rating : 4.:/5 (225 download)

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Book Synopsis W.H. Jarrett by :

Download or read book W.H. Jarrett written by and published by . This book was released on with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

The Rock Physics Handbook

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Publisher : Cambridge University Press
ISBN 13 : 0521861365
Total Pages : 525 pages
Book Rating : 4.5/5 (218 download)

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Book Synopsis The Rock Physics Handbook by : Gary Mavko

Download or read book The Rock Physics Handbook written by Gary Mavko and published by Cambridge University Press. This book was released on 2009-04-30 with total page 525 pages. Available in PDF, EPUB and Kindle. Book excerpt: A significantly expanded new edition of this practical guide to rock physics and geophysical interpretation for reservoir geophysicists and engineers.

Developments in Petrophysics

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Publisher : Geological Society of America
ISBN 13 :
Total Pages : 412 pages
Book Rating : 4.3/5 (91 download)

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Book Synopsis Developments in Petrophysics by : M. A. Lovell

Download or read book Developments in Petrophysics written by M. A. Lovell and published by Geological Society of America. This book was released on 1997 with total page 412 pages. Available in PDF, EPUB and Kindle. Book excerpt: Petrophysics is the study of the physical properties of rocks in the broadest sense. It provides the fundamental understanding that enables geologists to describe the physical state of a rock, to predict its behaviour and to interpret geophysical data. This volume includes developments in pore-scale studies, electrical properties, seismic methods and measurement techniques, as well as reviewing aspects of petrophysical prediction and interpretation.

Rock Damage and Fluid Transport, Part I

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Publisher : Springer Science & Business Media
ISBN 13 :
Total Pages : 298 pages
Book Rating : 4.3/5 (91 download)

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Book Synopsis Rock Damage and Fluid Transport, Part I by : G. Dresen

Download or read book Rock Damage and Fluid Transport, Part I written by G. Dresen and published by Springer Science & Business Media. This book was released on 2006-07-18 with total page 298 pages. Available in PDF, EPUB and Kindle. Book excerpt: Mechanical properties and fluid transport in rocks are intimately linked as deformation of a solid rock matrix immediately affects the pore space and permeability. Part I of this topical volume covers mainly the nucleation and evolution of crack damage in rocks, new or modified techniques to measure rock fracture toughness and a discussion of upscaling techniques relating mechanical and fluid transport behaviour in rocks at different spatial scales.

Porous Grain Model and Equivalent Elastic Medium Approach for Predicting Effective Elastic Properties of Sedimentary Rocks

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ISBN 13 :
Total Pages : 214 pages
Book Rating : 4.:/5 (55 download)

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Book Synopsis Porous Grain Model and Equivalent Elastic Medium Approach for Predicting Effective Elastic Properties of Sedimentary Rocks by : Franklin J. Ruiz

Download or read book Porous Grain Model and Equivalent Elastic Medium Approach for Predicting Effective Elastic Properties of Sedimentary Rocks written by Franklin J. Ruiz and published by . This book was released on 2009 with total page 214 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Petroleum Abstracts

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ISBN 13 :
Total Pages : 170 pages
Book Rating : 4.F/5 ( download)

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Book Synopsis Petroleum Abstracts by :

Download or read book Petroleum Abstracts written by and published by . This book was released on 1996 with total page 170 pages. Available in PDF, EPUB and Kindle. Book excerpt:

The Impact of Grain-scale Elastic and Viscoelastic Changes on Seismic Wave Propagation

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Total Pages : pages
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Book Synopsis The Impact of Grain-scale Elastic and Viscoelastic Changes on Seismic Wave Propagation by : Nishank Saxena

Download or read book The Impact of Grain-scale Elastic and Viscoelastic Changes on Seismic Wave Propagation written by Nishank Saxena and published by . This book was released on 2014 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: Naturally occurring rocks are typically composed of various constituents with varied elastic properties, such as gases (CO2, methane, vapor, etc.), low-viscosity liquids (water, oil, etc.), high-viscosity liquids (heavy-oil, magma, kerogen, etc.), and solids (quartz, feldspar, calcite, etc.). The primary objective of this thesis is to identify the fundamental physical laws which govern the sensitivity of seismic velocities and effective rock stiffness to grain-scale changes in rock constituents. Analytical solutions of macroscopic physical laws are developed, probed, benchmarked, and analyzed with numerical simulations of already established grain-scale physics at complex pore boundaries using the finite element method (FEM). Also, we suggest approximations to the exact solutions, since sometimes direct measurements of the required parameters may not be available. For fluid and solid substitution, which is one of the most fundamental problems in rock physics, we find that the exact solution requires parameters that depend on pore geometry; thus, substitution is non-unique if only pore-fill volume fraction is known. We also prove that the classical Gassmann's bulk modulus equation is exact for solid substitution if compression-induced mean stresses (pressure) in initial and final pore solids are homogeneous, and either the shear modulus of the substituted solid does not change or no shear stress is induced in pores. Using the new exact substitution equations, we interpret that predicting solid-filled rock stiffness from a dry rock stiffness measurement requires more information (i.e., assumptions about the pore shape) as compared to predicting the same from a fluid-saturated rock stiffness. We also derive substitution relations for the P-wave modulus, assuming S-wave velocity or shear modulus is not known; this is a common practical problem. For the general case of solid substitution, the exact P-wave modulus substitution equation depends on usually unknown parameters. However, for fluid substitution, fewer parameters are required, and the dependence of exact substitution on these unknown parameters reduces with increase in Poisson's ratio of the mineral in rock frame. Thus we find that P-wave modulus fluid substitution, in the absence of shear velocity, can be performed with relatively higher confidence for rocks with calcite/dolomite frame (such as carbonates) as compared to those with quartz frame (such as sandstones). Since information on pore geometry is seldom available, we present four embedded-bound constructions for fluid and solid substitution that are based on realizable materials. In the limiting case of pore fluids, for bulk modulus, two of these constructions reduce to the bounds of Gibiansky and Torquato, which illustrates that those bounds are optimum. The first two constructions correspond to a homogeneous pore stiffness and predict the smallest change in modulus. The third construction prediction corresponds to a pore space with heterogeneous stiffness, and predicts much larger change in modulus. We also extend our exact substitution relations to substitute one or more phases in multimineralic isotropic rocks. These new solutions are also equivalent to relaxing the assumption of unchanging rock microstructure upon substitution -- a core assumption in the current models. Both the pore-filling phase and rock microstructure can change due to diagenesis, dissolution, precipitation, partial freezing or melting, etc., and these situations can be modeled using the new formulation. Approximate bounds for the change in effective rock stiffness upon change in pore geometry are also developed which are in good agreement with laboratory and numerical examples; these bounds depend only on initial effective stiffness, properties of constituents, and volume fractions of constituents. For high viscosity fluids (such as heavy-oil, magma, kerogen, etc.) Biot theory has consistently failed to reproduce laboratory measured dispersion. Over the years, grain-scale dispersion mechanisms such as squirt (local-flow) and shear-relaxation have been more successful in explaining the measured dispersion. We present a new method to quantify the combined high-frequency effects of squirt and shear-dispersion (solid-squirt) on the elastic properties of rocks saturated with viscous fluids. Viscous fluid at high-frequencies is idealized as an elastic solid of finite shear modulus, hydraulically locked in stiff and soft pores at high-frequencies. This method entails performing solid substitution in stiff pores of a dry rock frame that is unrelaxed due to solid-filled soft pores. The unrelaxed frame stiffness solutions require information on the pressure dependency of the rock stiffness and porosity. This method does not have any adjustable parameters, and all required inputs can be directly measured. With various laboratory and numerical examples, we note that accounting for combined effects of squirt and shear-dispersion is necessary to explain laboratory measured velocities of rocks saturated with fluids of high viscosity. Predictions of the new method are in good agreement with laboratory data. Finally, we present a simple approach to model effective creep and relaxation functions of organic-rich shales. We find that model curves corresponding to mixing mineral inclusions in kerogen background better fit both dynamic and static laboratory measurements when compared to those corresponding to mixing kerogen inclusions in mineral background. We find that the creep time exponents are anisotropic and depend on boundary conditions of rock deformation. Often it is not possible to directly measure all time exponents; thus we present a simple set of empirical relations which can yield crude estimates of unmeasured time exponents starting with those measured directly.

The Rock Physics Handbook

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Publisher : Cambridge University Press
ISBN 13 : 1108420265
Total Pages : 741 pages
Book Rating : 4.1/5 (84 download)

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Book Synopsis The Rock Physics Handbook by : Gary Mavko

Download or read book The Rock Physics Handbook written by Gary Mavko and published by Cambridge University Press. This book was released on 2020-01-09 with total page 741 pages. Available in PDF, EPUB and Kindle. Book excerpt: Brings together widely scattered theoretical and laboratory rock physics relations critical for modelling and interpretation of geophysical data.

Expanded Abstracts with Biographies

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ISBN 13 :
Total Pages : 1332 pages
Book Rating : 4.F/5 ( download)

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Book Synopsis Expanded Abstracts with Biographies by :

Download or read book Expanded Abstracts with Biographies written by and published by . This book was released on 2004 with total page 1332 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Mechanics of Crustal Rocks

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Publisher : Springer Science & Business Media
ISBN 13 : 3709109396
Total Pages : 243 pages
Book Rating : 4.7/5 (91 download)

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Book Synopsis Mechanics of Crustal Rocks by : Yves M. Leroy

Download or read book Mechanics of Crustal Rocks written by Yves M. Leroy and published by Springer Science & Business Media. This book was released on 2011-11-20 with total page 243 pages. Available in PDF, EPUB and Kindle. Book excerpt: F.K. Lehner: A Review of the Linear Theory of Anisotropic Poroelastic Solids. - J.W. Rudnicki: Eshelby's Technique for Analyzing Inhomogeneities in Geomechanics. - Y. Gueguen, M. Kachanov: Effective Elastic Properties of Cracked and Porous Rocks - an Overview. - J.L. Raphanel: 3D Morphology Evolution of Solid-Fluid Interfaces by Pressure Solution. - Y.M. Leroy: An Introduction to the Finite-Element Method for Linear and Non-linear Static Problems. The mechanical behaviour of the earth's upper crust enters into a great variety of questions in different areas of the geological and geophysical sciences as well as in the more applied geotechnical disciplines. This volume presents a selection of papers from a CISM course in Udine on this topic. While each of these chapters will make for a useful contribution in its own right, the present bundle also illustrates, by way of examples, the variety of theoretical concepts and tools that are currently brought to bear on earth deformation studies, ranging from reviews of poroelastic field theory to micro-mechanical and homogenization studies, chemomechanics and interfacial stability theory of soluble solids under stress, and finally to an introduction to the finite element method.

Surface Waves in Geomechanics: Direct and Inverse Modelling for Soils and Rocks

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Publisher : Springer Science & Business Media
ISBN 13 : 3211380655
Total Pages : 390 pages
Book Rating : 4.2/5 (113 download)

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Book Synopsis Surface Waves in Geomechanics: Direct and Inverse Modelling for Soils and Rocks by : Carlo G. Lai

Download or read book Surface Waves in Geomechanics: Direct and Inverse Modelling for Soils and Rocks written by Carlo G. Lai and published by Springer Science & Business Media. This book was released on 2007-03-23 with total page 390 pages. Available in PDF, EPUB and Kindle. Book excerpt: Theories of surface waves develop since the end of XIX century and many fundamental problems like existence, phase and group velocities, attenuation (quality factor), mode conversion, etc. have been, in part successfully, solved within the framework of such simple models as ideal fluids^ or linear elasticity. However, a sufficiently complete presentation of this subject, particularly for solids, is still missing in the literature. The sole exception is the book of I. A. Viktorov^ which contains an extensive discussion of fundamental properties of surface waves in homogeneous and stratified linear elastic solids with particular emphasis on contributions of Russian scientists. Unfortunately, the book has never been translated to English and its Russian version is also hardly available. Practical applications of surface waves develop intensively since a much shorter period of time than theories even though the motivation of discoverers of surface waves such as Lord Rayleigh stems from their appearance in geophysics and seismology. Nowadays the growing interest in practical applications of surface waves stem from the following two main factors: surface waves are ideal for developing relatively cheap and convenient methods of nondestructive testing of various systems spanning from nanomaterials (e.g.

Wave Fields in Real Media

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Publisher : Elsevier
ISBN 13 : 0081000030
Total Pages : 690 pages
Book Rating : 4.0/5 (81 download)

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Book Synopsis Wave Fields in Real Media by : José M. Carcione

Download or read book Wave Fields in Real Media written by José M. Carcione and published by Elsevier. This book was released on 2014-12-08 with total page 690 pages. Available in PDF, EPUB and Kindle. Book excerpt: Authored by the internationally renowned José M. Carcione, Wave Fields in Real Media: Wave Propagation in Anisotropic, Anelastic, Porous and Electromagnetic Media examines the differences between an ideal and a real description of wave propagation, starting with the introduction of relevant stress-strain relations. The combination of this relation and the equations of momentum conservation lead to the equation of motion. The differential formulation is written in terms of memory variables, and Biot's theory is used to describe wave propagation in porous media. For each rheology, a plane-wave analysis is performed in order to understand the physics of wave propagation. This book contains a review of the main direct numerical methods for solving the equation of motion in the time and space domains. The emphasis is on geophysical applications for seismic exploration, but researchers in the fields of earthquake seismology, rock acoustics, and material science - including many branches of acoustics of fluids and solids - may also find this text useful. New to this edition: This new edition presents the fundamentals of wave propagation in Anisotropic, Anelastic, Porous Media while also incorporating the latest research from the past 7 years, including that of the author. The author presents all the equations and concepts necessary to understand the physics of wave propagation. These equations form the basis for modeling and inversion of seismic and electromagnetic data. Additionally, demonstrations are given, so the book can be used to teach post-graduate courses. Addition of new and revised content is approximately 30%. Examines the fundamentals of wave propagation in anisotropic, anelastic and porous media Presents all equations and concepts necessary to understand the physics of wave propagation, with examples Emphasizes geophysics, particularly, seismic exploration for hydrocarbon reservoirs, which is essential for exploration and production of oil

Mechanics of Fluid-Saturated Rocks

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Publisher : Elsevier
ISBN 13 : 0080479367
Total Pages : 465 pages
Book Rating : 4.0/5 (84 download)

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Book Synopsis Mechanics of Fluid-Saturated Rocks by : Yves Gueguen

Download or read book Mechanics of Fluid-Saturated Rocks written by Yves Gueguen and published by Elsevier. This book was released on 2004-05-12 with total page 465 pages. Available in PDF, EPUB and Kindle. Book excerpt: Mechanics of Fluid Saturated Rocks presents a current and comprehensive report on this emerging field that bridges the areas of geology and mechanics. It is of direct interest to a wide spectrum of earth scientists and engineers who are concerned with upper-crust mechanics and fluid movements, the most important fluids being oil and water. This authoritative book is the result of a collaborative effort between scientists in academic institutions and industry. It examines important issues such as subsidence, geological fault formation, earthquake faulting, hydraulic fracturing, transport of fluids, and natural and direct applications. Mechanics of Fluid Saturated Rocks provides a unique interdisciplinary viewpoint, as well as case studies, conclusions, and recommendations for further research. - Covers the physical, chemical, and mechanical analysis of porous saturated rock deformation on both large and small scales - Discusses the latest developments of importance to engineers and geologists - Examines natural and direct applications - Includes extensive bibliographies for each chapter

Rock Fractures and Fluid Flow

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Publisher : National Academies Press
ISBN 13 : 0309049962
Total Pages : 568 pages
Book Rating : 4.3/5 (9 download)

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Book Synopsis Rock Fractures and Fluid Flow by : National Research Council

Download or read book Rock Fractures and Fluid Flow written by National Research Council and published by National Academies Press. This book was released on 1996-08-27 with total page 568 pages. Available in PDF, EPUB and Kindle. Book excerpt: Scientific understanding of fluid flow in rock fracturesâ€"a process underlying contemporary earth science problems from the search for petroleum to the controversy over nuclear waste storageâ€"has grown significantly in the past 20 years. This volume presents a comprehensive report on the state of the field, with an interdisciplinary viewpoint, case studies of fracture sites, illustrations, conclusions, and research recommendations. The book addresses these questions: How can fractures that are significant hydraulic conductors be identified, located, and characterized? How do flow and transport occur in fracture systems? How can changes in fracture systems be predicted and controlled? Among other topics, the committee provides a geomechanical understanding of fracture formation, reviews methods for detecting subsurface fractures, and looks at the use of hydraulic and tracer tests to investigate fluid flow. The volume examines the state of conceptual and mathematical modeling, and it provides a useful framework for understanding the complexity of fracture changes that occur during fluid pumping and other engineering practices. With a practical and multidisciplinary outlook, this volume will be welcomed by geologists, petroleum geologists, geoengineers, geophysicists, hydrologists, researchers, educators and students in these fields, and public officials involved in geological projects.