P.B. Flemings (1), I. Song (2,3) and D.M. P.B. Flemings (1), I. Song (2,3) and D.M. Saffer (3) Saffer (3) (1) Jackson School of Geosciences, University of (1) Jackson School of Geosciences, University of Texas, Austin, USA Texas, Austin, USA (2) Korea Institute of Geoscience and Mineral (2) Korea Institute of Geoscience and Mineral Resources, Korea Resources, Korea Laboratory investigation of coupled Laboratory investigation of coupled deformation and fluid flow in deformation and fluid flow in mudrock: implications for slope mudrock: implications for slope stability stability in the Ursa Basin, Gulf of Mexico in the Ursa Basin, Gulf of Mexico
21
Embed
P.B. Flemings (1), I. Song (2,3) and D.M. Saffer (3)
Laboratory investigation of coupled deformation and fluid flow in mudrock: implications for slope stability in the Ursa Basin, Gulf of Mexico. P.B. Flemings (1), I. Song (2,3) and D.M. Saffer (3) (1) Jackson School of Geosciences, University of Texas, Austin, USA - PowerPoint PPT Presentation
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
P.B. Flemings (1), I. Song (2,3) and D.M. Saffer (3)P.B. Flemings (1), I. Song (2,3) and D.M. Saffer (3)
(1) Jackson School of Geosciences, University of Texas, (1) Jackson School of Geosciences, University of Texas, Austin, USAAustin, USA
(2) Korea Institute of Geoscience and Mineral Resources, (2) Korea Institute of Geoscience and Mineral Resources, KoreaKorea
(3) Department of Geosciences, Pennsylvania State (3) Department of Geosciences, Pennsylvania State University, USAUniversity, USA
Laboratory investigation of coupled Laboratory investigation of coupled deformation and fluid flow in deformation and fluid flow in
mudrock: implications for slope mudrock: implications for slope stability stability
in the Ursa Basin, Gulf of Mexicoin the Ursa Basin, Gulf of Mexico
Location of Ursa Basin, Location of Ursa Basin, GOMGOM
Characterization of consolidation and Characterization of consolidation and shear behaviors of core samples from shear behaviors of core samples from IODP Sites U1324 in the Ursa Basin, GOMIODP Sites U1324 in the Ursa Basin, GOM
Estimation of the in situ state of stress and Estimation of the in situ state of stress and pressure during sedimentationpressure during sedimentation
Analysis of slope stability in the continental Analysis of slope stability in the continental slope at passive margin in the Ursa Basin, slope at passive margin in the Ursa Basin, GOMGOM
Description of the Description of the sedimentary basin at Site sedimentary basin at Site U1324U1324 Sample depth: 30 ~ 160mbsfSample depth: 30 ~ 160mbsf Clay content: 40 ~ 60%Clay content: 40 ~ 60% Consolidation coefficient: Consolidation coefficient:
Stress Stress condition condition for active for active failure &failure &LandslideLandslidess
ii cossin*
*2* cos i
*
*
*
** s
*1
*2/45
slope expansion
slip
line
slip line
*
(a)
(b)
(c)
slope surface
failureinitiation
*1
i
i
2/45
MTD
Research SummaryResearch Summary
Experimental simulations of sedimentation:Experimental simulations of sedimentation:– Ratio of Ratio of hh’/’/vv’: ~0.6’: ~0.6– Overpressure: Overpressure: **= -0.27 ~ 0.707 increasing = -0.27 ~ 0.707 increasing
with depthwith depth– Shear failure criterion: Shear failure criterion: = = tan(23º)tan(23º)– Shear strain may cause additional pore Shear strain may cause additional pore
pressure to increasepressure to increase The slope area is stable during The slope area is stable during
sedimentationsedimentation Slope stability analysis reveals that the Slope stability analysis reveals that the
instability of the continental slope is more instability of the continental slope is more sensitive to active failure than landslidessensitive to active failure than landslides