Proc. IODP, 348, Methods

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Expedition reports Research results Supplementary material Drilling maps Expedition bibliography
Chapter contents Introduction and operations Site C0002 drilling operations Reference depths Cuttings and mud depths Sampling and classification of material transported by drilling mud Influence of drilling mud composition on cuttings Cuttings handling Drilling mud handling Mud-gas handling Core handling Authorship of site chapters Lithology Macroscopic observations of cuttings Macroscopic observations of core X-ray computed tomography Microscopic observation of cuttings Smear slides X-ray diffraction X-ray fluorescence Identification of lithologic units Structural geology Description and data collection Data processing Biostratigraphy and paleomagnetism Biostratigraphy Paleomagnetism Geochemistry Interstitial water geochemistry for core samples Organic geochemistry Gas analysis Physical properties MSCL-W Magnetic susceptibility (washed cuttings) Moisture and density measurements P-wave velocity, electrical conductivity, and dielectric permittivity (cores and cuttings) Dielectric permittivity and electrical conductivity (washed cuttings) Thermal conductivity Anelastic strain recovery analysis MSCL-I: photo image logger (archive halves) MSCL-C: color spectroscopy (archive halves) Downhole measurements Leak-off test Logging LWD acquisition systems and tools Dual gamma ray Azimuthal gamma ray EWR-PHASE4 EWR-M5 Azimuthal focused resistivity Pressure while drilling X-Bimodal AcousTic Onboard data flow Data quality assessment Real-time quality control Log and image interpretation Lithologic log unit characterization Structural interpretation from logs Borehole wall analysis X-ray computed tomography Background XRCT scan data usage References Figures F1. Cuttings analysis flow. F2. Representative cuttings. F3. Core analysis flow. F4. Core description patterns and symbols. F5. Cuttings description patterns and symbols. F6. XRD standard mineral mixes. F7. Structural geology observation sheet. F8. Modified protractor. F9. Core coordinate system. F10. Plane orientation determination. F11. Rake measurement. F12. Orientation data spreadsheet. F13. Magneto-/biostratigraphic events. F14. SRM orientation system and coordinates. F15. Manheim squeezer assemblies. F16. Mud extraction system. F17. Hydrocarbon gas concentrations. F18. End-loaded transmission line probe. F19. Elliptical section measurement system. F20. ASR procedures and equipment. F21. 17 inch MWD/LWD configuration. F22. 12¼ inch MWD/LWD configuration. F23. EWR-PHASE4 tool geometry. F24. EWR-M5 tool geometry. F25. AFR tool. F26. XBAT tool. Tables T1. Expedition 348 depth scales. T2. Measured and true vertical depths. T3. Cuttings types. T4. Characteristic XRD peaks. T5. XRD normalization factors. T6. XRF analytical conditions. T7. XRF standard sample values. T8. Biostratigraphic tie points. T9. GPTS ages. T10. Standard squeezing and GRIND applied pressures. T11. Mud-water background gas concentrations. T12. ARF tool measurement specifications. T13. Sonic tools measurement specifications. T14. LWD tool acronyms. T15. LWD log units. PDF file			Previous \| Next doi:10.2204/iodp.proc.348.102.2015 References ASTM International, 1990. Standard method for laboratory determination of water (moisture) content of soil and rock (Standard D2216–90). In Annual Book of ASTM Standards for Soil and Rock (Vol. 04.08): Philadelphia (Am. Soc. Testing Mater.). [revision of D2216-63, D2216-80] Blum, P., 1997. Physical properties handbook: a guide to the shipboard measurement of physical properties of deep-sea cores. ODP Tech. Note, 26. doi:10.2973/odp.tn.26.1997 Burdette, E.C., Cain, F.L., and Seals, J., 1980. 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