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- Chapter contents
- Abstract
- Introduction
-
 Experimental methods
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Results
- Acknowledgments
- References
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Figures
- F1. Regional map and seismic line.
- F2. Stratigraphic summaries.
- F3. High-stress uniaxial consolidation system.
- F4. Examples of stress curve and stress plot.
- F5. Stress and pore pressure, Sample C0001E-7H-7.
- F6. Experimental results, Sample C0001E-7H-7.
- F7. Stress and pore pressure, Sample C0001E-8H-3.
- F8. Experimental results, Sample C0001E-8H-3.
- F9. Stress and pore pressure, Sample C0001E-10H-5.
- F10. Experimental results, Sample C0001E-10H-5.
- F11. Stress and pore pressure, Sample C0001E-10H-5.
- F12. Experimental results, Sample C0001E-10H-5.
- F13. Stress and pore pressure, Sample C0001E-13H-6.
- F14. Experimental results, Sample C0001E-13H-6.
- F15. Stress and pore pressure, Sample C0001E-13H-6.
- F16. Experimental results, Sample C0001E-13H-6.
- F17. Stress and pore pressure, Sample C0001F-6H-5.
- F18. Experimental results, Sample C0001F-6H-5.
- F19. Stress and pore pressure, Sample C0001F-14H-2.
- F20. Experimental results, Sample C0001F-14H-2.
- F21. Stress and pore pressure, Sample C0001H-4R-6.
- F22. Experimental results, Sample C0001H-4R-6 (264.59 mbsf).
- F23. Stress and pore pressure, Sample C0001H-14R-6.
- F24. Experimental results, Sample C0001H-14R-6.
- F25. Stress and pore pressure, Sample C0001H-24R-3.
- F26. Experimental results, Sample C0001H-24R-3.
- F27. Stress and pore pressure, Sample C0004D-47R-2.
- F28. Experimental results, Sample C0004D-47R-2.
- F29. Stress and pore pressure, Sample C0004D-51R-2.
- F30. Experimental results, Sample C0004D-51R-2.
- F31. Stress and pore pressure, Sample C0004D-52R-3.
- F32. Experimental results, Sample C0004D-52R-3.
- F33. Stress and pore pressure, Sample C0008C-9H-5.
- F34. Experimental results, Sample C0008C-9H-5.
- F35. Stress and pore pressure, Sample C0008A-17H-8.
- F36. Experimental results, Sample C0008A-17H-8.
- F37. Stress and pore pressure, Sample C0008C-23X-6A.
- F38. Experimental results, Sample C0008C-23X-6A.
- F39. Stress and pore pressure, Sample C0008C-23X-6B.
- F40. Experimental results, Sample C0008C-23X-6B.
- F41. Stress and pore pressure, Sample C0008A-27H-2.
- F42. Experimental results, Sample C0008A-27H-2.
- F43. CRS permeabilities.
- F44. Estimated in situ hydraulic conductivity.
- F45. Preconsolidation stress.
- F46. ESEM fabric results, Site C0001.
- F47. ESEM fabric results, Site C0004.
- F48. ESEM fabric results, Site C0008.
- F49. Orientation frequency curves, Site C0001.
- F50. Orientation frequency curves, Site C0004.
- F51. Orientation frequency curves, Site C0008.
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Tables
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PDF file
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doi:10.2204/iodp.proc.314315316.218.2011
Acknowledgments
This research used samples provided by the Integrated Ocean Drilling Program (IODP) and whole-round samples that were carefully selected and stored through the efforts of shipboard scientists during Expeditions 315 and 316 and the Marine Works Japan shipboard laboratory technicians. This research was supported by postexpedition awards from the Consortium for Ocean Leadership to MBU (T315B58 and T315C58) and WL and by National Science Foundation Expedition Objective Research (EOR) awards OCE-0752114 (to PSU) and OCE-0751819 (to MU). Burns and McDonnell provided a generous contribution toward acquisition of the CRS system at the University of Missouri, and Lou Ross provided guidance on ESEM imaging. We thank Brandon Dugan and Elizabeth Screaton for helpful comments that have improved the presentation and clarity of this report.
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