Shear-Enhanced Compaction Analysis of the Vaca Muerta Formation

被引:0
作者
Hasbani, Jose G. [1 ]
Kias, Evan M. C. [2 ]
Suarez-Rivera, Roberto [2 ]
Calo, Victor M. [3 ]
机构
[1] Vista Energy, Ave Libertador 101 Piso 12,Vicente lopez, RA-1638 Buenos Aires, Argentina
[2] WD Gonten Engn, 10496 Katy Freeway,Suite 200, Houston, TX 77043 USA
[3] Curtin Univ, Sch Elect Engn Comp & Math Sci, POB U1987, Perth, WA 6845, Australia
关键词
rock mechanics; numerical plasticity; Vaca Muerta; BRITTLE-DUCTILE TRANSITION; CAM CLAY PLASTICITY; IMPLICIT INTEGRATION; HYDRAULIC FRACTURE; FAILURE; FLOW;
D O I
10.3390/computation11120250
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
The laboratory measurements conducted on Vaca Muerta formation samples demonstrate stress-dependent elastic behavior and compaction under representative in situ conditions. The experimental results reveal that the analyzed samples display elastoplastic deformation and shear-enhanced compaction as primary plasticity mechanisms. These experimental findings contradict the expected linear elastic response anticipated before brittle failure, as reported in several studies on the geomechanical characterization of the Vaca Muerta formation. Therefore, we present a comprehensive laboratory analysis of Vaca Muerta formation samples showing their nonlinear elastic behavior and irrecoverable shear-enhanced compaction. Additionally, we calibrate an elastoplastic constitutive model based on these experimental observations. The resulting model accurately reproduces the observed phenomena, playing a pivotal role in geoengineering applications within the energy industry.
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页数:33
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