2016
DOI: 10.1016/j.petrol.2016.01.003
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Mechanical Earth Modeling for a vertical well drilled in a naturally fractured tight carbonate gas reservoir in the Persian Gulf

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Cited by 85 publications
(16 citation statements)
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“…Determining the magnitudes and orientations of the principal stresses is imperative in any fault reactivation analysis. The regional stress field at any given depth consists of three principal stress magnitudes: the vertical stress (σ V ) usually considered to be solely due to the weight of the overburden, the minimum horizontal stress (σ hmin ), and the maximum horizontal stress (σ Hmax ) (Kidambi and Kumar 2016). Mathematically, the magnitude of vertical stress σ V can be calculated by integration of rock densities from the surface to the depth of interest, z (Zoback et al 2003):…”
Section: In Situ Stresses Magnitudes and Orientationsmentioning
confidence: 99%
“…Determining the magnitudes and orientations of the principal stresses is imperative in any fault reactivation analysis. The regional stress field at any given depth consists of three principal stress magnitudes: the vertical stress (σ V ) usually considered to be solely due to the weight of the overburden, the minimum horizontal stress (σ hmin ), and the maximum horizontal stress (σ Hmax ) (Kidambi and Kumar 2016). Mathematically, the magnitude of vertical stress σ V can be calculated by integration of rock densities from the surface to the depth of interest, z (Zoback et al 2003):…”
Section: In Situ Stresses Magnitudes and Orientationsmentioning
confidence: 99%
“…Fig. 9 illustrates the calculated values for S H max derived from three different poroelastic methods (Blanton and Olson, 1999;Fjar et al, 2008;Kidambi and Kumar, 2016) with those derived from breakout analysis (Barton et al, 1988). We have assigned the name "poroelastic" to the Fjar et al (2008)'s method in which tectonic strains are derived from the leakoff test.…”
Section: Resultsmentioning
confidence: 99%
“…Furthermore, to provide an additional comparison, Eq. ( 14) proposed by Kidambi and Kumar (2016) has also been also applied to estimate tectonic strain components (ε x and ε y ).…”
Section: Determination Of S H Max and Wellbore Rock Failure Typesmentioning
confidence: 99%
“…P p is pore pressure. ε x and ε y are a strain in σ h and σ H directions, respectively, as given in equation equations (11) and (12) [118,19]:…”
Section: -5 Horizontal Stress Magnitudes and Orientationsmentioning
confidence: 99%