Marcelo De Simone, Lourdes M. S. Souza, Deane Roehl
{"title":"A DEM Model for Assessing the Mechanical Effects of CO2 Alteration in a Carbonate Rock","authors":"Marcelo De Simone, Lourdes M. S. Souza, Deane Roehl","doi":"10.1002/nag.3999","DOIUrl":null,"url":null,"abstract":"CO<jats:sub>2</jats:sub> injection in the subsurface is considered an option to improve oil and gas production and, more recently, to store CO<jats:sub>2</jats:sub>. Consequently, there is a need to better understand the interactions between CO<jats:sub>2</jats:sub> and rock deposits. Among the primary deposit candidates are carbonate rocks. During CO<jats:sub>2</jats:sub> injection in the subsurface, the formation's pore structure and mechanical properties are altered by the interaction with CO<jats:sub>2</jats:sub>, affecting reservoir behavior and fluid flow. This study aims to improve understanding of the effects of CO<jats:sub>2</jats:sub> injection on the mechanical behavior of carbonate rocks. Laboratory tests and numerical discrete element models (DEMs) were used to assess the alterations in carbonate rocks due to CO<jats:sub>2</jats:sub> injection. The laboratory tests consist of CO<jats:sub>2</jats:sub>‐saturated water injection and multistage triaxial tests in Indiana limestone samples. Triaxial tests were performed before and after CO<jats:sub>2</jats:sub> injection to investigate changes in the rock's mechanical properties. A significant reduction in the unconfined compressive strength and Young's modulus was observed. Numerical discrete element models were developed to assess the alterations in carbonate rocks due to CO<jats:sub>2</jats:sub> injection. A contact law accounts for the mechanical effect of material degradation. The laboratory test results were used to calibrate the numerical model. The numerical methodology presented good results and was validated by matching the experimental results, assessing the mechanical changes due to the dissolution of Indiana limestone samples.","PeriodicalId":13786,"journal":{"name":"International Journal for Numerical and Analytical Methods in Geomechanics","volume":"96 1","pages":""},"PeriodicalIF":3.4000,"publicationDate":"2025-05-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal for Numerical and Analytical Methods in Geomechanics","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1002/nag.3999","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
Abstract
CO2 injection in the subsurface is considered an option to improve oil and gas production and, more recently, to store CO2. Consequently, there is a need to better understand the interactions between CO2 and rock deposits. Among the primary deposit candidates are carbonate rocks. During CO2 injection in the subsurface, the formation's pore structure and mechanical properties are altered by the interaction with CO2, affecting reservoir behavior and fluid flow. This study aims to improve understanding of the effects of CO2 injection on the mechanical behavior of carbonate rocks. Laboratory tests and numerical discrete element models (DEMs) were used to assess the alterations in carbonate rocks due to CO2 injection. The laboratory tests consist of CO2‐saturated water injection and multistage triaxial tests in Indiana limestone samples. Triaxial tests were performed before and after CO2 injection to investigate changes in the rock's mechanical properties. A significant reduction in the unconfined compressive strength and Young's modulus was observed. Numerical discrete element models were developed to assess the alterations in carbonate rocks due to CO2 injection. A contact law accounts for the mechanical effect of material degradation. The laboratory test results were used to calibrate the numerical model. The numerical methodology presented good results and was validated by matching the experimental results, assessing the mechanical changes due to the dissolution of Indiana limestone samples.
期刊介绍:
The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.