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$Drilling-induced tensile wall-fractures - Stanford University$

MPa MPa 80 70 60 50 40 30 20 10 0 0 0.02 0.04 0.06 0.08 0.1 0.12 0.14 0.16 0.18 0.2 (a) 50 40 30 20 10 (b) Distance from tip (m) Distance from flank (m) σ 11 σ 22 σ 33 σ 11 σ 22 σ 33 0 0 5 10 15 20 25 Figure 2.13. Distributions of the normal stress components with distance from the model compaction band tip (a) and flank (b) calculated using the Eshelby inclusion solution and uniform uniaxial strain of 10%. Two scenarios are plotted: one for a band with Young’s modulus twice that of the surrounding material (solid lines) and one with Young’s modulus half that of the surroundings (dotted lines). For both scenarios the band/surroundings ratio of bulk moduli is 1.5 and, at both tip and flank, the lines plot virtually on top of each other. The state of stress is insensitive to differences in elastic properties and only significantly perturbed within a few cm of the tip. 66
the band, and the magnitudes of the remote stresses remain the same as in the embedded layer analysis. Figure 2.13 presents the resulting stress distributions outside the model band away from the tip along the x2-axis (Figure 2.13a) and away from the midpoint of the flank along the x1-axis (Figure 2.13b). Once again, there is a negligible difference between the results obtained over a realistic range of shear stiffness contrast between the band and surrounding material for Kb/Ks fixed at 1.5. At about one mm from the tip, the compressive normal stresses are about double their remote values. This stress concentration dies away rapidly with distance, dropping to about 1.25 times the remote values at one cm from the tip, and decaying to a residual increase of about 5% within 20 cm. Immediately adjacent to the flank of the band, the compressive normal stresses drop by less than 3% relative to the remote values, and then smoothly rebound to effective background levels within about 10 m (σ22 and σ33) and 20 m (σ11). This Eshelby formulation provides the most accurate possible representation of the field-based conceptual model, and the results reinforce the conclusion from the embedded layer analysis that the perturbed state of stress induced is overwhelmingly a function of the plastic strain accommodated. Even allowing the relative bulk modulus within the model band to vary outside realistic bounds—from volumetrically very compliant (K = 4.2 GPa) to very stiff (K = 66.7 GPa)—exerts a negligible effect on the resulting near-tip stress field when ε11 p = 0.1. Departures from the prescribed axisymmetric geometry also yield minimal effect. Holding the x2 dimension of the model band constant at 25 m and varying the x3 dimension from 6.25 m (¼x2)to 100 m (4x2) produces a variation of less than 5% in the magnitude of σ33 realized one cm in front of the tip. 7.3. Anticrack model The preceding analyses indicate the primary importance of the uniaxial plastic strain accommodated within an idealized CB in determining the state of stress induced around it. This suggests that an anticrack treatment of the problem, with a specified distribution of closing-mode displacement discontinuity taking the place of internal plastic strain, would also capture the essential mechanical nature of the conceptual model. To test the validity of this proposition, we turn to a simple, two-dimensional displacement discontinuity representation of the idealized CB as an anticrack (Sternlof and Pollard, 67
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STRUCTURAL GEOLOGY, PROPAGATION MEC
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Abstract Low-porosity, low-permeabi
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delivered with fortitude, humor, su
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Chapter 3—Energy-release model of
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List of Illustrations Figure A. Cov
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Figure A. Cover photo that accompan
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likely present in subsurface sandst
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hooking-tip interactions—using th
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and sandstone, my co-authors—Moha
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the hard data from which accurate p
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Although the Aztec sandstone experi
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Waterpocket Fault 36 o 26‘ N 0 1
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Cenozoic Mesozoic Paleozoic Quatern
Page 28 and 29: 3.3. Deformation The Aztec also has
Page 30 and 31: There also are relatively high-angl
Page 32 and 33: (e) (f) (c) 500µm compaction band
Page 34 and 35: dihedral angle of 80° or more, and
Page 36 and 37: 5. Compaction band orientations Ori
Page 38 and 39: n = 20 M n = 20 P n = 22 B n = 20 R
Page 40 and 41: were encountered, giving the dihedr
Page 42 and 43: Eichhubl et al., 2004) did not lend
Page 44 and 45: P (a) (c) S P S Figure 1.10. Stereo
Page 46 and 47: possible, and use these to better c
Page 48 and 49: 1.5(ρgz) (b) WEST Willow Tank Uppe
Page 50 and 51: 9. Acknowledgements My sincere than
Page 52 and 53: The term compaction band (CB) was c
Page 54 and 55: Pollard, 2002). The particular util
Page 56 and 57: Hue-based image analysis using MATL
Page 58 and 59: a direct genetic relationship (Hill
Page 60 and 61: Compaction band fin Depositional be
Page 62 and 63: suggests—that to first approximat
Page 64 and 65: Porosity Porosity 0.3 0.25 0.2 0.15
Page 66 and 67: pore-clogging clay—due presumably
Page 68 and 69: 500 µm Figure 2.9. Electron backsc
Page 70 and 71: (a) (b) σ 3 σ 1 x 3 x 1 x 1 (c) u
Page 72 and 73: 6. Elastic properties Despite a lon
Page 74 and 75: Comparison of the two approaches es
Page 76 and 77: term in (6a) and (6c) begins to dom
Page 80 and 81: 2002) and use a BEM approach (Crouc
Page 82 and 83: MPa 10 4 10 3 10 2 10 1 10 −5 10
Page 84 and 85: concentration of quartz plasticity
Page 86 and 87: conducted on well-cemented sandston
Page 88 and 89: ~ 62 m compaction band trend 500µm
Page 90 and 91: Sternlof et al. (2005) have suggest
Page 92 and 93: 2005). It consists of a long (infin
Page 94 and 95: ⎡ ∆ ⎤ ⎧ p 1 ∆ ⎛ M ⎞
Page 96 and 97: which point the inelastic strain ha
Page 98 and 99: they can exert significant effects
Page 100 and 101: interact is inversely proportional
Page 102 and 103: (a) (b) (c) (d) Figure 4.3. Typical
Page 104 and 105: Viewed individually, CB traces tend
Page 106 and 107: (a) (b) (c) (d) (e) (f) Figure 4.7.
Page 108 and 109: 1973; Mardon, 1988; Peck et al., 19
Page 110 and 111: undamaged host rock. That CBs canno
Page 112 and 113: 0.5 0.4 0.3 0.2 0.1 0.5 0.4 0.3 0.2
Page 114 and 115: Normalized stress magnitude 3 2.5 2
Page 116 and 117: helps to explain why the oblique ap
Page 118 and 119: and ts = G·ds + H·dn (2) where tn
Page 120 and 121: plastic compaction, as suggested by
Page 122 and 123: To determine the sensitivity of pro
Page 124 and 125: segments will self-correct to provi
Page 126 and 127: 6.3. Approaching tip interactions A
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0.2 0.15 0.1 0.05 0 −0.05 −0.1
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0.2 0.15 0.1 0.05 0 −0.05 −0.1
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the hooking patterns commonly obser
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(a) (b) (c) σ1 compaction band max
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σ 3 σ 2 σ 1 Figure 4.24. Schemat
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NV UT CA AZ Park Road Map Detail Pa
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compaction band Figure 5.2. Typical
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3. Computational method The methodo
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compaction band A 5 mm A‘ compact
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4. Application to the Aztec sandsto
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Permeability (mD) 10 4 10 3 10 2 10
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B‘ A‘ A c f m c m c f c f c f c
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equivalent of the Aztec sandstone,
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effective permeability represents a
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NV UT CA AZ Park Road Map Detail Pa
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Commonly from ~1 mm to ~1.5 cm in t
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Although systematic arrays of DBs p
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to 2 m, with both sets in a cross-h
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y identical blocks all subject to t
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contiguous areas. This type of char
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(0,b) n 3 (0,0) f 2 n 2 n 1 (a,0) (
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6.1. Parallel Effective permeabilit
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By contrast, band-parallel effectiv
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Relative Effective Permeability 1.0
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(a) (b) (c) 0 meters 3 = 10-2 kb /k
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Though grossly systematic, anastomo
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168
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100 meters 5 meters NV UT CA AZ Par
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compaction band trend 500µm Figure
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Cover Outcrop Band N 100 meters 20
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(CBs) and the matrix rock in all si
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The finite volume discretization fo
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isotropic) can lead to numerical di
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5. Simulations Three sets of 2-D si
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Normalized ∆P ∆P ratio (n/p) 4.
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P P P P I I P P Case 1 P P Case 2 I
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Case 1 Case 1 Case 1 (a) (b) (c) In
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5.2.2. Discussion The elliptical pa
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5.3.1. Results With the regional gr
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(a) (b) Leak 200 meters Regional gr
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anticipated sustainable pumping rat
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Finally, there is the issue of fore
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200
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Bakke, S., and Øren, P. E., 1997,
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Carpenter, D. G., and Carpenter, J.
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Eichhubl, P., Taylor, W. L., Pollar
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Karimi-Fard, M., Durlofsky, L. J.,
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-, 1987, Fracture from a straight c
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Shipton, Z. K., and Cowie, P. A., 2
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Wong, T. F., David, C., and Zhu, W.
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