2026-09-21T15:24:29Zhttps://dspace.mit.edu/server/oai/request

oai:dspace.mit.edu:1721.1/1070632026-06-16T18:52:19Zcom_1721.1_7582com_1721.1_7581col_1721.1_131022

Herbert H. Einstein. Gonçalves da Silva, Bruno Miguel Massachusetts Institute of Technology. Department of Civil and Environmental Engineering. Massachusetts Institute of Technology. Department of Civil and Environmental Engineering 2017-02-22T19:01:51Z 2017-02-22T19:01:51Z 2016 2016 http://hdl.handle.net/1721.1/107063 971026732 Thesis: Ph. D., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2016. Cataloged from PDF version of thesis. Includes bibliographical references (pages 449-458). Hydraulic fracturing is a method used routinely in oil and gas exploitation and in engineered geothermal systems. While used frequently, there are aspects of hydraulic fracturing, such as the propagation of the newly-created fractures and interaction between natural and newly-created fractures, which are not well understood. Since data from field hydraulic stimulations may be difficult to obtain and interpret, laboratory testing and numerical modeling play a major role in understanding the hydraulically fracturing processes. A test setup was developed to simultaneously apply a vertical stress to rock specimens and a hydraulic pressure to pre-cut flaws with various geometries, leading to the initiation and propagation of new cracks. The test setup allowed one to obtain high-resolution and high-speed video images of the hydraulic fracturing processes and to monitor acoustic emissions in Barre granite specimens subjected to constant vertical stresses of 0 or 5 MPa. The imaging data were used to determine the mechanisms of development of the visible fractures produced during the tests. The acoustic emission data were used to estimate the mechanisms responsible for the development of micro-cracks. In order to understand the fracturing behavior of the hydraulically loaded rock specimens, particularly the effect of the ratio between the water pressure applied in the flaws (WP) and the vertical load applied to the specimen (VL), a finite element analysis was performed using the same loading conditions of the experiments. The experiments showed that most visible cracks observed were tensile and that the patterns of the hydraulic fractures produced were strongly dependent on the vertical load applied. They also showed that the water pressure necessary to propagate fractures is dependent on the vertical load and on the flaw geometry. The numerical analysis showed that the ratio WP/VL plays a crucial role in the magnitude and shape of the stress field around a flaw tip, and therefore in the location of tensile and shear fracture initiation. The study of micro-seismic events indicated that tensile and shear micro-cracks frequently developed before visible tensile cracks in the tests with no and 5 MPa of vertical load, respectively. The results presented improve the knowledge of the physical processes involved in the hydraulic fracturing of rocks. by Bruno Miguel Gonçalves da Silva. Ph.D. 986 pages eng Massachusetts Institute of Technology MIT theses are protected by copyright. They may be viewed, downloaded, or printed from this source but further reproduction or distribution in any format is prohibited without written permission. http://dspace.mit.edu/handle/1721.1/7582 Civil and Environmental Engineering. Fracturing processes and induced seismicity due to the hydraulic fracturing of rocks Thesis application/pdf false Publication unknown unknown <Publication xmlns="https://www.openaire.eu/cerif-profile/1.1/" id="0eccfed2-0505-4a0e-998c-4b0d56fb0723"> <Type xmlns="https://www.openaire.eu/cerif-profile/vocab/COAR_Publication_Types">http://purl.org/coar/resource_type/c_1843</Type> <Language>eng</Language> <Title>Fracturing processes and induced seismicity due to the hydraulic fracturing of rocks</Title> <PublishedIn> <Publication> </Publication> </PublishedIn> <PublicationDate>2016</PublicationDate> <Authors> <Author> <DisplayName>Gonçalves da Silva, Bruno Miguel</DisplayName> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> </Authors> <Editors> </Editors> <Publishers> <Publisher> <DisplayName>Massachusetts Institute of Technology</DisplayName> <OrgUnit /> </Publisher> </Publishers> <License>http://dspace.mit.edu/handle/1721.1/7582</License> <Keyword>Civil and Environmental Engineering.</Keyword> <Abstract>Hydraulic fracturing is a method used routinely in oil and gas exploitation and in engineered geothermal systems. While used frequently, there are aspects of hydraulic fracturing, such as the propagation of the newly-created fractures and interaction between natural and newly-created fractures, which are not well understood. Since data from field hydraulic stimulations may be difficult to obtain and interpret, laboratory testing and numerical modeling play a major role in understanding the hydraulically fracturing processes. A test setup was developed to simultaneously apply a vertical stress to rock specimens and a hydraulic pressure to pre-cut flaws with various geometries, leading to the initiation and propagation of new cracks. The test setup allowed one to obtain high-resolution and high-speed video images of the hydraulic fracturing processes and to monitor acoustic emissions in Barre granite specimens subjected to constant vertical stresses of 0 or 5 MPa. The imaging data were used to determine the mechanisms of development of the visible fractures produced during the tests. The acoustic emission data were used to estimate the mechanisms responsible for the development of micro-cracks. In order to understand the fracturing behavior of the hydraulically loaded rock specimens, particularly the effect of the ratio between the water pressure applied in the flaws (WP) and the vertical load applied to the specimen (VL), a finite element analysis was performed using the same loading conditions of the experiments. The experiments showed that most visible cracks observed were tensile and that the patterns of the hydraulic fractures produced were strongly dependent on the vertical load applied. They also showed that the water pressure necessary to propagate fractures is dependent on the vertical load and on the flaw geometry. The numerical analysis showed that the ratio WP/VL plays a crucial role in the magnitude and shape of the stress field around a flaw tip, and therefore in the location of tensile and shear fracture initiation. The study of micro-seismic events indicated that tensile and shear micro-cracks frequently developed before visible tensile cracks in the tests with no and 5 MPa of vertical load, respectively. The results presented improve the knowledge of the physical processes involved in the hydraulic fracturing of rocks.</Abstract> <Access xmlns="http://purl.org/coar/access_right" > </Access> </Publication>