Day 2 Tue, November 08, 2016 2016
DOI: 10.2118/183554-ms
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Geomechanical Modeling to Evaluate Production-Induced Seismicity at Groningen Field

Abstract: The Groningen Gas Field in the Northern Netherlands is the largest gas field in Europe and has been producing since 1963. Small magnitude seismic events in this seismologically quiet region were first observed in the early 1990's and linked to gas production. The objective of the work described here is to advance the understanding of subsurface deformation induced by gas production by including hundreds of mapped faults and fault-offsets to (i) characterize subsurface behavior related to production-induced fau… Show more

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Cited by 29 publications
(38 citation statements)
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“…This is supported by findings from both 2D and 3D geomechanical models (e.g. Orlic & Wassing, 2013;Lele et al, 2015;Van den Bogert, 2015).…”
Section: Insights From Previous Studiessupporting
confidence: 68%
See 1 more Smart Citation
“…This is supported by findings from both 2D and 3D geomechanical models (e.g. Orlic & Wassing, 2013;Lele et al, 2015;Van den Bogert, 2015).…”
Section: Insights From Previous Studiessupporting
confidence: 68%
“…The stress path is dependent on Biot's coefficient and ν, which in turn may be strongly dependent on porosity (e.g. Lele et al, 2016 (Fig. 7).…”
Section: Onset and Growth Of Induced Seismicitymentioning
confidence: 99%
“…During Stage 2, inelastic porosity reductions were generally small (0.4% to 0.6%) but still constitute 30% to 50% of the total porosity reduction measured in this stage (Figure ). In many geomechanical modelling studies (Bourne et al, ; Dempsey & Suckale, ; Lele et al, ; Postma & Jansen, ; Wassing et al, ; Zbinden et al, ), these inelastic strains are ignored, while the stress versus total strain behavior is quantified using be assumed elastic constants. We emphasize that while this assumption of poroelastic behavior in the near‐linear Stage 2 may originate from the small absolute inelastic strains developing here, the relative inelastic contribution to the total deformation behavior (30%–50%) is significant and should therefore be considered alongside the elastic behavior.…”
Section: Implications For the Groningen Gas Fieldmentioning
confidence: 99%
“…On the above basis, notably the latest experiments on Slochteren sandstone (Hol et al, , ; Pijnenburg et al, ) and earlier tests (Bernabe et al, ), it is increasingly clear that inelastic deformation contributes significantly to the compressive deformation of sandstone at the small strains (<1%) relevant for producing reservoirs. However, most geomechanical models addressing induced subsidence and seismicity ignore any inelastic contribution to the deformation of the reservoir and describe compaction using a simple compaction coefficient, in effect a poroelastic stiffness or compliance constant (Bourne et al, ; Dempsey & Suckale, ; Lele et al, ; Mulders, ; Postma & Jansen, ; van Eijs et al, ; Wassing et al, ; Zbinden et al, ). When an inelastic contribution is included, it is typically described using plasticity theory, originally developed to represent the inelastic deformation behavior of incohesive soils (Chan et al, ; Crawford et al, ; Crawford & Yale, ; Fredrich & Fossum, ; Han et al, ).…”
Section: Introductionmentioning
confidence: 99%
“…Third, the effects of time‐dependent deformation processes, such as subcritical crack growth, or rate‐dependent grain boundary friction have been largely neglected, leaving the rate dependence of the stress‐strain and yield behavior of sands and sandstones quantified to only a limited extent (Brantut et al, , ; Brzesowsky, Hangx, et al, ; De Waal, ; Heap et al, , ; Karner et al, ). Indeed, in many treatments of pressure depletion during oil, gas, or geothermal energy production from sandstone reservoirs, inelastic deformation is neglected completely and reservoir compaction is, in first approximation, assumed to be characterized by a simple, elastic compaction coefficient (Altmann et al, ; Geertsma, ; Lele et al, ; Mulders, ; van Eijs et al, ; Wassing et al, ; Zoback, ).…”
Section: Introductionmentioning
confidence: 99%