Shear-enhanced compaction analysis of the Vaca Muerta formation
Jos\'e G. Hasbani, Evan M. C. Kias, Roberto Suarez-Rivera, Victor, M. Calo

TL;DR
This paper presents laboratory evidence of nonlinear elastic and shear-enhanced compaction behaviors in Vaca Muerta formation samples, challenging previous assumptions of linear-elastic response, and introduces a calibrated elastoplastic model to capture these phenomena.
Contribution
It provides the first comprehensive laboratory analysis showing nonlinear elastic and shear-enhanced compaction in Vaca Muerta samples and develops a calibrated elastoplastic model.
Findings
Samples exhibit stress-dependent elastic behavior.
Shear-enhanced compaction is identified as a main plasticity mechanism.
The calibrated model reproduces observed nonlinear and shear behaviors.
Abstract
Laboratory measurements on Vaca Muerta formation samples show stress-dependent elastic behavior and compaction at representative in-situ conditions. Experimental results show that the analyzed samples exhibit elasto-plastic deformation and shear-enhanced compaction as the main plasticity mechanism. These experimental observations conflict with the anticipated linear-elastic response prior to the brittle failure reported in several works on the geomechanical characterization of the Vaca Muerta formation. Therefore, we present a complete laboratory analysis of samples from the Vaca Muerta formation showing experimental evidence of nonlinear elastic and unrecoverable shear-enhanced compaction. We also calibrate an elastoplastic constitutive model using these experimental observations; the resulting model reproduces the observed phenomena adequately.
Peer Reviews
No public reviews on file for this paper yet. If you reviewed it on a platform where reviews are public (OpenReview, ICLR, NeurIPS, ICML), you can paste yours below so the community can read it here.
Videos
No videos yet. Explain this paper in a talk, walkthrough, or lecture? Add one.
Taxonomy
TopicsRock Mechanics and Modeling · Drilling and Well Engineering · Tunneling and Rock Mechanics
