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Study of anisotropic strength properties of shale

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Shale has been known to be the source of wellbore instability during the drilling process. Organic rich shales are anisotropic due to their laminated structure and chemical properties. The goal of this study is to evaluate anisotropic mechanical properties of shale by triaxial tests, and predict shale anisotropic properties by well logging data interpretation. Shale samples were prepared with bedding plane inclination angles equal to 0 degrees, 45 degrees, and 90 degrees. Young's modulus, shear modulus, and Poisson’s ratio in different directions were measured for a sample with 0 degrees bedding plane inclination angle. Parameters of the stiffness tensor were calculated by mechanical properties. Compressive strength was measured under different confining pressures of 0 psi, 500 psi, 1000 psi, and 1500 psi. The strength properties of shale samples were evaluated by both compressive strength and tensile strength. Simple Plane of Weakness and Modified Cam Clay failure criteria were applied to describe shear failure mechanisms. A scanning electron microscope method was used for the comparison of micro structures between the intact shale sample and failed sample with different bedding plane inclination angles. Well logging data was used to connect experimental lab data and field data. Compressional wave velocity was predicted with different inclination angles by stiffness parameters. The predicted compressional wave velocity for a 45-degree inclination angle showed a perfect fit with the field logging data. Steps of inverse sonic log data to stiffness parameters were shown by a flow chart. The UCS strength for 0 degrees and 45 degrees was predicted by several empirical relations using sonic logging data. The safe mud window for this special shale formation is predicted by experimental data. As shown in experimental results, our shale sample has a weak direction for both failure criteria. Well logging data and experimental data can be connected, especially by sonic log data. However, to predict shale anisotropic strength through well logging still requires more effort. The novelty of the process which connects experimental results and well logging data will be helpful for solving instability problems occurring in shale formation.
Słowa kluczowe
Rocznik
Strony
93--112
Opis fizyczny
Bibliogr. 19 poz., rys., tab., wykr.
Twórcy
autor
  • The University of Tulsa Drilling Research Projects
autor
  • The University of Tulsa Drilling Research Projects
  • The University of Tulsa Drilling Research Projects
  • British Petroleum
Bibliografia
  • [1] Lal M.: Shale Stability: Drilling Fluid Interaction and Shale Strength. Paper SPE 154356 presented at the 1999 SPE Annual Technical Conference and Exhibition, Caracas, Venezuela, 21–23 April 1999.
  • [2] Mehdi M., Mehdi H., Tutuncu A.N.: Acoustical and Geomechanical Characterization of Eagle Ford Shale – Anisotropy, Heterogeneity and Measurement. Paper SPE 170707 presented at the 2014 SPE Annual Technical Conference and Exhibition, Amsterdam, The Netherlands, 27–29 October 2014.
  • [3] Mehdi M., Tutuncu A.N., Kazemi H.: Integrated Study on Tensile Fracture Mechanics and Subsequent Flow in Naturally Fractured Niobrara Shale. Paper ARMA 147126 at the 2014 US Rock Mechanics/ Geomechanics Symposium, Minneapolis, USA.
  • [4] Mokhtari M., Alquhtani A.A., Tutuncu A.N.: Stress-dependent Permeability Anisotropy and Wettablility of Shale Resources. Paper SPE 168672 presented at the 2013 SPE Annual Technical Conference and Exhibition, Denver, USA, 12–14 August 2013.
  • [5] Thomsen L.: Weak Elastic Anisotropy. Geophysics, vol. 51(10), 1986, pp. 1954–1966.
  • [6] Vernik L., Nur A.: Ultrasonic Velocity and Anisotropy of Hydrocarbon Source Rocks. Geophysics, vol. 57(5), 1992, pp. 727–735.
  • [7] Wang Z.: Seismic Anisotropy in Sedimentary Rocks. Geophysics, vol. 67(5), 2002, pp. 1423–1440.
  • [8] Tutuncu A.N.: The Role of mechanical, acoustic and permeability anisotropies on reservoir characterization and field development for two North American Fractured Unconventional Shale Reservoirs. Paper ARMA 12644 at the 2012 US Rock Mechanics/ Geomechanics Symposium, Chicago, USA.
  • [9] Safda K., Sajjad A., Hongxue H.: Importance of Shale Anisotropy in Estimating Insitu Stresses and Wellbore Stability Analysis in Horn River Basin. Paper SPE 149433 presented at the 2011 SPE Annual Technical Conference and Exhibition, Calgary, Canada, 14–17 November 2011.
  • [10] Chang C., Zoback M.D., Khaksar A.: Empirical Relations between Rock Strength and Physical Properties in Sedimentary Rocks. Journal of Petroleum Science and Engineering, vol. 51, 2006, pp. 233–237.
  • [11] Horsrud P.: Estimating Mechanical Properties of Shale from Empirical Correlations. Paper SPE 56017-PA, SPE Drilling & Completion, vol. 16(2), 2001.
  • [12] Voigt W.: Lehrbuch der Kristallphysik, 1910. Leipzig etrived, Nov. 29, 2016.
  • [13] Jaeger J.C. et al.: Deformation and Failure of Rocks. [in:] Fundamentals of Rock Mechanics, 4th ed., Blackwell Publishing 2007.
  • [14] Donath F.A.: Experimental Study of Shear Failure in Anisotropic Rocks. Geological Society of America Bulletin, vol. 72, iss. 6, 1961, p. 985.
  • [15] Hoek E.: Fracture of Anisotropic Rock. Journal of the South African Institute of Mining and Metallurgy, vol. 64, iss. 10, 1964, pp. 501–518.
  • [16] Jaeger J.C.: Fracture of Rocks. Tewksbury Symposium on Fracture, 1963, pp. 268–283.
  • [17] Roscoe K.H., Burland J.B.: On the Generalized Stress-Strain Behavior of ‘Wet’ Clays. [in:] Heyman J., Leckie F. (Eds.) Engineering Plasticity, Cambridge University 1963, pp. 535–609.
  • [18] Been K., Jefferies M.G., Hachey J.E.: The Critical State of Sands. Geotechnique, vol. 41, iss. 3, 1991, pp. 365–381.
  • [19] Coop M.R.: The Mechanics of Uncommented Carbonate Sands. Geotechnique, vol. 40, 1990, pp. 607–626.
Uwagi
PL
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-504b608b-766f-4e5c-8469-6fc983aebaab
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