20 research outputs found
A modified strain rate dependent constitutive model for chalk and the effect of creep deformation on wellbore stability
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Building a comprehensive geomechanical model for chalk compaction. Phase 2:1-D simulation of two Danish reservoirs
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Contribution of the water weakening effect to plastic strain:Case studies from Danish North Sea chalk fields
No full textInverse problem for compaction analysis:Estimating mechanical properties from sparse measured data
No full textApplication of a Modified Strain Rate Dependent Constitutive Model for Well-Bore Stability Analyses in Chalk Reservoirs
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Building a Comprehensive Geomechanical Model for Chalk Compaction. Phase 1:Model Calibration from Plug to Reservoir Scale
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