Discrimination of Natural Fractures From Drilling-Induced Wellbore Failures in Wellbore Image Data - Implications for Reservoir Permeability

2002 ◽  
Vol 5 (03) ◽  
pp. 249-254 ◽  
Author(s):  
Colleen A. Barton ◽  
Mark D. Zoback

Summary Natural fractures and drilling-induced wellbore failures provide critical constraints on the state of in-situ stress and the direct applicability to problems of reservoir production, hydrocarbon migration, and wellbore stability. Acoustic, electrical, and optical wellbore images provide the means to detect and characterize natural fracture systems and to distinguish them from induced wellbore failures. We present new techniques and criteria to measure and characterize attributes of natural and induced fractures in borehole image data. These techniques are applied to the characterization of fracture permeability in two case studies. Introduction Wellbore image logs are extremely useful for identifying and studying a variety of modes of stress-induced wellbore failures. We present examples of how these wellbore failures appear in different types of image data and how they can be discriminated from natural fractures that intersect the wellbore. We then present brief overviews of two studies, which illustrate how the techniques have been applied to address specific issues of fracture permeability. Drilling-induced failures are ubiquitous in oil and gas and geothermal wells because the process of drilling a well causes a concentration of the far-field tectonic stress close to the wellbore, which often can exceed rock strength. Through the use of wellbore imaging and other logging techniques, stress-induced failures can be detected and categorized (compressive, tensile, or shear) and then used to estimate the unknown components of the stress field. We demonstrate how these modes of wellbore failures appear in different types of image data and the pitfalls in their interpretations. The most valuable use of drilling-induced features is to constrain the orientations and magnitudes of the current stress field. The use of drilling-induced features as stress indicators has become routine in the oil and gas industry.1–8 The detection of these features at the wellbore wall has become a primary target for Logging While Drilling/Measurement While Drilling (LWD/ MWD) real-time operations.9 A strong correlation between critically stressed fractures (fractures optimally oriented to the stress field for frictional failure) and hydraulic conductivity has been documented in a variety of reservoirs worldwide.10–12 When faults are critically stressed, permeabilities are increased, and the movement of fluid along faults is possible. We present examples of how knowledge of the stress state and natural fracture population may be used to access reservoir permeability. Drilling-Induced Tensile Wall Fractures Compressive and tensile failure of a wellbore is a direct result of the stress concentration around the wellbore, which results from drilling a well into an already stressed rock mass.13 Compressive wellbore failures (wellbore breakouts), first identified with caliper data, are useful for determining stress orientation in vertical wells.14–16 The study of such features with acoustic and electrical imaging devices makes it possible to clearly identify such features and to use them to determine stress magnitude and stress orientation.15,17–19 It is well known that if a wellbore is pressurized, a hydraulic fracture will form at the azimuth of the maximum horizontal stress.20 The formation of drilling-induced tensile wall fractures is the result of the natural stress state, perhaps aided by drilling-related perturbations, that causes the wellbore wall to fail in tension. The general case of tensile and compressive failure of arbitrarily inclined wellbores in different stress fields is described by Peska and Zoback,1 who demonstrate that there is a wide range of stress conditions under which drilling-induced tensile fractures occur in wellbores, even without a significant wellbore-fluid overpressure. We call these fractures tensile wall fractures because they occur only in the wellbore wall as a result of the stress concentration. These failures form in an orientation of the maximum principal horizontal stress in a vertical borehole (Fig. 1a) and as en echelon features in deviated wells (Fig. 1b). Because drilling-induced tensile wall fractures are very sensitive to the in-situ stress, they can be used to constrain the present state of stress.1,2,21–23 Pitfalls in Interpretation of Tensile Wall Fractures in Wellbore Image Data In cases in which drilling-induced tensile fractures form at an angle to the wellbore axis, it can be difficult to distinguish them from natural fractures, especially in electrical image logs that do not sample the entire wellbore circumference. Because misinterpretation of such features could lead to serious errors in the characterization of a fractured (or possibly not fractured!) reservoir, as well as the assessment of in-situ stress orientation and magnitude, we present criteria that are useful for discriminating natural from induced tensile fractures when observed in wellbore image logs. This is especially important because the wellbore stress concentration can have a significant effect on the appearance of natural fractures that intersect the wellbore. It is well known that fractures are mechanically weakened at their intersection with the borehole. This erosion causes the upper and lower peak and trough of the fracture sinusoid to be enlarged and subsequently enhanced in the standard 2D unwrapped view of wellbore image data (Fig. 2). Where the borehole hoop stress is tensile, the intersection of a natural fracture or foliation plane with the tensile region of the borehole may be preferentially opened in tension (Fig. 3a). These drilling-enhanced natural fractures can be mistaken easily for inclined tensile wellbore failures (Fig. 1b), thus resulting in serious errors in geomechanical modeling. Incipient wellbore breakouts are the early stages of wellbore breakout development, in which the borehole compressive stress concentration has exceeded the rock strength and initiated breakout development. The failed material within the breakout, however, has not yet spalled into the borehole (Fig. 3b). In a vertical borehole, these failures may appear as thin "fractures" that propagate vertically in the borehole and may be confused with drilling induced tensile wall cracks.

2011 ◽  
Vol 368-373 ◽  
pp. 2667-2672
Author(s):  
Ke Li ◽  
Ying Yi Wang ◽  
Xing Chun Huang

Based on the Barton-Bandis non-linear deformation structural plane model, displacement discontinuity method (DDM) is used to iteratively calculate the distribution of in-situ stress field around the structural plane, and then the parameter sensitivity analysis of the structural plane and rock is carried out. The results show that near the structural plane, especially near the tips, stress concentration is quite significant, the closer to the tips, the greater the principal stress difference is; the stress concentration around the structural plane decreases as the stiffness of structural plane grows; with the growth of the ratio of structural plane thickness to length, the stress concentration around the structural plane increases, but when reaching a certain level, the increasing slows down; as the friction angle of the structural plane grows, the stress concentration decreases.


2019 ◽  
Author(s):  
Mingxing Liang* ◽  
Dongming Liu ◽  
Jinghong Zhai ◽  
Yang Li ◽  
Dingyu Jia ◽  
...  

Geofluids ◽  
2019 ◽  
Vol 2019 ◽  
pp. 1-16 ◽  
Author(s):  
Xiaoqiang Liu ◽  
Zhanqing Qu ◽  
Tiankui Guo ◽  
Ying Sun ◽  
Zhifeng Shi ◽  
...  

The simulation of hydraulic fracturing by the conventional ABAQUS cohesive finite element method requires a preset fracture propagation path, which restricts its application to the hydraulic fracturing simulation of a naturally fractured reservoir under full coupling. Based on the further development of a cohesive finite element, a new dual-attribute element of pore fluid/stress element and cohesive element (PFS-Cohesive) method for a rock matrix is put forward to realize the simulation of an artificial fracture propagating along the arbitrary path. The effect of a single spontaneous fracture, two intersected natural fractures, and multiple intersected spontaneous fractures on the expansion of an artificial fracture is analyzed by this method. Numerical simulation results show that the in situ stress, approaching angle between the artificial fracture and natural fracture, and natural fracture cementation strength have a significant influence on the propagation morphology of the fracture. When two intersected natural fractures exist, the second one will inhibit the propagation of artificial fractures along the small angle of the first natural fractures. Under different in situ stress differences, the length as well as aperture of the hydraulic fracture in a rock matrix increases with the development of cementation superiority of natural fractures. And with the increasing of in situ horizontal stress differences, the length of the artificial fracture in a rock matrix decreases, while the aperture increases. The numerical simulation result of the influence of a single natural fracture on the propagation of an artificial fracture is in agreement with that of the experiment, which proves the accuracy of the PFS-Cohesive FEM for simulating hydraulic fracturing in shale gas reservoirs.


1998 ◽  
Vol 38 (1) ◽  
pp. 466 ◽  
Author(s):  
C.A. Barton ◽  
D.A. Castillo ◽  
D. Moos ◽  
P. Peska ◽  
M.D. Zoback

To minimise wellbore failures in unstable environments, knowledge of the complete stress tensor is crucial to designing optimally-stable borehole trajectories, selecting suitable mud weights, and determining appropriate casing points. Understanding how the in situ stress field interacts with the drilling and production of a well enables one to design for maximum stability and to facilitate intersecting the greatest population of hydraulically-conductive fractures for efficient production. Knowledge of the in situ stress field is also important to reduce uncertainties in sand production prediction to allow more aggressive completion designs and production schedules.A new interactive software system, Stress and Failure of Inclined Boreholes (SFIB) (Peska and Zoback, 1995a) is used to demonstrate how observations of drilling-induced compressive and tensile wellbore failures from acoustic and electrical images in vertical and inclined boreholes can be integrated with routinely-collected drilling data (leak-off and drill stem tests) to construct a well-constrained stress tensor. These techniques can also exploit wellbore image data to constrain in situ rock strength in vertical and inclined wells. This paper illustrates how to apply this knowledge to limit wellbore instability, design optimally stable wellbores, develop constraints that help mitigate problems associated with sand production, and optimise productivity of fractured reservoirs.In addition to mapping drilling-induced wellbore features, image data can also be used to determine the distribution, orientation, and apparent aperture of natural fractures and fault systems. With knowledge of the orientations and magnitudes of the in situ stresses it is possible to identify the subset of fractures that are likely to be hydraulically conductive.Examples of recent applications in the North Sea, Gulf of Mexico, California, and Puerto Rico illustrating how this integrated approach can be used in a variety of tectonic settings.


2015 ◽  
Vol 8 (1) ◽  
pp. 440-450
Author(s):  
Shaohua Gu ◽  
Yunqing Shi ◽  
Zhangxin Chen

In pressure sensitive reservoirs, interaction effects among the porous media flow field, the fracture field and the stress field can cause some specific flow characteristics entirely different from those in conventional reservoirs. Dynamic fracture behavior is one of them, which generates a change in the value of fracture aperture and even a variation in the anisotropy of permeability. In this paper, we focus on the dynamic behavior of fractures and some affecting factors, including driving pressure and in-situ stress. Numerical discrete fracture network (DFN) models are built and solved by the finite element method to investigate what the range-ability the fracture presents and what impact these affecting factors have. In these mathematical models, both dynamic fractures and the fluid-solid coupling are taken into account, and a stress-strain model, a flow field model and a fluid-solid coupling model are included. Based on the models, the variation of fracture aperture in pressure sensitive reservoirs is studied and the results show that a different direction and connectivity of fractures lead fracture dilation to varying degrees as pressure changes so that the idea of anisotropic fracture porosity is proposed for reservoir scale simulation. The study also indicates that the drop of formation pressure determines the conductivity of fractures and anisotropy of permeability but just has a slight impact on the direction of principal permeability. Finally, the study shows the interaction of the in-situ stress pressure and the fracture field.


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