2017
DOI: 10.1002/nag.2704
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A two‐invariant pseudoelastic model for reservoir compaction

Abstract: Summary Predicting the deformations of deep reservoirs due to fluid withdrawal/injection is a challenging task that could have important environmental, social, and economical impacts. Finite element models, if endowed with an appropriate constitutive law, represent a useful tool for computing the displacements, the deformations, and the stress distributions in reservoir applications. Several studies show that hypoelastic laws, based on a stress‐dependent vertical compressibility, are able to provide accurate r… Show more

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Cited by 9 publications
(8 citation statements)
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“…In this work, an in-house developed code is used. Details on the numerical formulation and implementation are given in [27,31,41]. This code has been widely validated and used in several real-world applications, e.g., [22,31,46,47,55].…”
Section: Numerical Forward Modelmentioning
confidence: 99%
“…In this work, an in-house developed code is used. Details on the numerical formulation and implementation are given in [27,31,41]. This code has been widely validated and used in several real-world applications, e.g., [22,31,46,47,55].…”
Section: Numerical Forward Modelmentioning
confidence: 99%
“…the χ 2 -test, is suggested. This procedure allows for a preliminary validation of the ensemble based on the mismatch between the model outcomes and the available measurements that, for linear problems, follows a χ 2 distribution with degrees of freedom equal to the number of measurements (Tarantola, 2005). The χ 2test, as already used in Chen andOliver (2013), Fokker et al (2016) and Oliver and Alfonzo (2018), provides here an indication of the most suitable ensemble for the successive and more expensive DA steps of the procedure.…”
Section: Methodological Approachmentioning
confidence: 99%
“…A way to validate the ensemble is the χ 2 -test, as used in Chen and Oliver (2013), Fokker et al (2016) and Oliver and Alfonzo (2018). This procedure is based on the fact that, for linear problems, the minimum of the mismatch between the model result and the available measurements produces a χ 2 distribution with degrees of freedom equal to the number of measurements (Tarantola, 2005).…”
Section: Methodological Approachmentioning
confidence: 99%