georefid:2009-052717SEDIS Publication Catalogue

ana.macario@awi.de

http://sedis.iodp.org/pub-catalogue/informationpointOfContact2011-06-23T00:00:00Zhttp://sedis.iodp.org/pub-catalogue/index.php?id=10.2204/iodp.proc.308.207.20092009-01-01publicationgeorefid:2009-052717doi:10.2204/iodp.proc.308.207.2009Ask, MariaLulea University of Technology, Department of Civil and Environmental Engineering, Lulea, SwedenauthorIODP Management International, Washington, DC, United StatespublisherdocumentDigitalIn: Flemings, Peter B., Behrmann, Jan H., John, Cedric M., Iturrino, Gerardo J., Aizawa, Yasutaka, Nguyen Thi Thanh Binh, De Silva, Neil, Dugan, Brandon, Edeskar, Tommy M., Franke, Christine, Gay, Aurelien, Gilhooly, William Patrick, III, Gutierrez-Pastor, Julia, Shao Yong Jiang, Li Qianyu, Long, Hui, Moore, J. Casey, Numoura, Takuro, Pirmez, Carlos, Reichow, Marc, Sawyer, Derek E., Schneider, Julia, Shumnyk, Anatoliy V., Suzuki, Takahiro, Takano, Yoshinori, Urgeles, Roger, Yamamoto, Yuzuru, Zampetti, Valentina, Proceedings of the Integrated Ocean Drilling Program; Gulf of Mexico hydrogeology; Expedition 308 of the riserless drilling platform from Mobile, Alabama, to Balboa, Panama; Sites U1319-U1324, 30 May-8 July 2005308Overpressure and fluid flow processes in the deepwater Gulf of Mexico were investigated during Expedition 308 of the Integrated Ocean Drilling Program. This data report presents the results from a reconsolidation test that was carried out on a clay-rich sample from the base of Brazos- Trinity Basin IV, at 276.40 m below seafloor. The sample was subjected to a stress path of uniaxial strain (K (sub 0) reconsolidation), and the test was conducted in an advanced triaxial cell under drained conditions. Posttest investigation revealed that the sample was disturbed by drilling. The results should be interpreted with care. The sample was loaded to a total effective vertical stress, sigma ' (sub h) , of 24 MPa, corresponding to effective horizontal stress, sigma ' (sub h) of >16 MPa and vertical strain, epsilon (sub v') , of 16%. The results propose an effective vertical yield stress of 2.03 MPa, which suggests a maximum pore fluid pressure in excess of hydrostatic water pressure of 0.24 MPa. Furthermore, the ratio between effective horizontal and vertical stresses is rather constant, approximately 0.7, even at high stress magnitudes.completedSedimentary petrologyAtlantic OceanboreholesBrazos-Trinity Basinchemical ratiosclay mineralsconsolidationcoresExpedition 308experimental studiesGulf of MexicoIntegrated Ocean Drilling ProgramIODP Site 1320laboratory studiesmarine sedimentsmechanical propertiesNorth Atlanticnorthwestern Gulf of Mexicooverpressurepore pressuresedimentssheet silicatessilicatessoil mechanicsstrainstresstriaxial testsurn:org.iodp:exp:308urnlargerWorkCitationcampaignurn:org.iodp:exp:308:site:U1320urnlargerWorkCitationstudyurn:org.iodp:exp:308urnlargerWorkCitationcampaignEnglishgeoscientificInformation-94.2300-94.230027.180027.1800application/pdfunknownSEDIS Publication Catalogue

ana.macario@awi.de

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