2011
DOI: 10.1016/j.egypro.2011.02.500
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Interface debonding as a controlling mechanism for loss of well integrity: Importance for CO2 injector wells

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Cited by 47 publications
(11 citation statements)
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“…It should be emphasized that Eq. A-10 is a more correct expression relating flow and pressure in mechanically generated pathways, such as those described in Lecampion et al (2010). The elasticity of the defect, and thus the dependence of hydraulic resistance on pressure, would make the use of equivalent permeability ineffective.…”
Section: Appendix A-simplified Correlation Between Wellhead Pressure mentioning
confidence: 99%
“…It should be emphasized that Eq. A-10 is a more correct expression relating flow and pressure in mechanically generated pathways, such as those described in Lecampion et al (2010). The elasticity of the defect, and thus the dependence of hydraulic resistance on pressure, would make the use of equivalent permeability ineffective.…”
Section: Appendix A-simplified Correlation Between Wellhead Pressure mentioning
confidence: 99%
“…The defect is set in an elastic system: its width may vary when it is pressurized or when the surrounding stress changes, due for example to a pressure increase in the innermost casing (Brice Lecampion et al 2010). The corresponding elastic response is calculated by integrating the mechanical properties of the constitutive materials of the wellbore and the geometry of the defect in a 2D plain strain elasticity approach.…”
Section: Mechanicsmentioning
confidence: 99%
“…A pathway is defined as a zone of low hydraulic resistance. It can originate in the well construction -a poor cement job may not ensure the efficiency of the seal -or being the result of usual operations performed during the life of the well, such as temperature and pressure cycling (Brice Lecampion et al 2010). The resulting defects hydraulically connect portions of the cement sheath: a micro-annulus or a crack provides vertical connection (Figure 1-a) whereas a disking crack provides horizontal connection.…”
Section: Introductionmentioning
confidence: 99%
“…Tan et al [35] established a two-dimensional fluid-solid coupling model based on the discrete element method (DEM) and discussed the influence of cementation strength of rock bedding surfaces on hydraulic fracture propagation. Lecampion et al [36][37] used CZM to study the mechanical competition between transverse and longitudinal fractures, but the interfacial cracks were not considered. Integrated the relationship between the effective normal stress and fracture aperture into DDM, the dynamic behavior of the fracture apertures and the stress subjected are rigorously modeled [38].…”
Section: Introductionmentioning
confidence: 99%