Previous   |   Next

doi:10.2204/iodp.proc.314315316.213.2011

References

ASTM International, 2006. Standard test method for one-dimensional consolidation properties of saturated cohesive soils using controlled-strain loading (Standard D4186-06). In Annual Book of ASTM Standards (Vol. 04.08): Soil and Rock (I): West Conshohocken, PA (Am. Soc. Testing Mater.)

Avesth, P., Dvorkin, J., Mavko, G., and Rykkje, J., 2000. Rock physics diagnostic of North Sea sands: link between microstructure and seismic properties. Geophys. Res. Lett., 27(17):2761–2764. doi:10.1029/1999GL008468

Becker, D.E., Crooks, J.H.A., Been, K., and Jeffries, M.G., 1987. Work as a criterion for determining in situ and yield stresses in clays. Can. Geotech. J., 24(4):549–564. doi:10.1139/t87-070

Bennett, R.H., O’Brien, N.R., and Hulbert, M.H., 1991. Determinants of clay and shale microfabric signatures: processes and mechanisms. In Bennett, R.H., Bryant, W.R., and Hulbert, M.H. (Eds.), Microstructure of Fine-Grained Sediments: From Mud to Shale: New York (Springer-Verlag), 5–32.

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

Casagrande, A., 1936. The determination of pre-consolidation load and its practical significance. In Casagrande, A., Rutledge, P.C., and Watson, J.D. (Eds.), Proc. 1st Int. Conf. Soil Mech. Found. Eng. Am. Soc. Civ. Eng., 3:60–64.

Carson, B., 1977. Tectonically induced deformation of deep-sea sediments off Washington and northern Oregon: mechanical consolidation. Mar. Geol., 24(4):289–307. doi:10.1016/0025-3227(77)90073-1

Chiou, W.A., Bryant, W.R., and Bennett, R.H., 1991. Quantification of clay fabric: a simple technique. In Bennett, R.H., Bryant, W.R., and Hulbert, M.H. (Eds.), Microstructure of Fine-Grained Sediments: From Mud to Shale: New York (Springer-Verlag), 379–387.

Dewhurst, D.N., Yang, Y., and Aplin, A.C., 1999. Permeability and fluid flow in natural mudstones. In Aplin, A.C., Fleet, A.J., and MacQuaker, J.H.S. (Eds.), Muds and Mudstones: Physical and Fluid-Flow Properties. Geol. Soc. Spec. Publ., 158(1):23–43. doi:10.1144/GSL.SP.1999.158.01.03

El-Dessouky, H.T., and Ettouney, H.M., 2002. Fundamentals of Salt Water Desalination: Amsterdam (Elsevier)

Expedition 315 Scientists, 2009. Expedition 315 Site C0002. In Kinoshita, M., Tobin, H., Ashi, J., Kimura, G., Lallemant, S., Screaton, E.J., Curewitz, D., Masago, H., Moe, K.T., and the Expedition 314/315/316 Scientists, Proc. IODP, 314/315/316: Washington, DC (Integrated Ocean Drilling Program Management International, Inc.). doi:10.2204/iodp.proc.314315316.124.2009

Expedition 316 Scientists, 2009a. Expedition 316 methods. In Kinoshita, M., Tobin, H., Ashi, J., Kimura, G., Lallemant, S., Screaton, E.J., Curewitz, D., Masago, H., Moe, K.T., and the Expedition 314/315/316 Scientists, Proc. IODP, 314/315/316: Washington, DC (Integrated Ocean Drilling Program Management International, Inc.). doi:10.2204/iodp.proc.314315316.132.2009

Expedition 316 Scientists, 2009b. Expedition 316 Site C0006. In Kinoshita, M., Tobin, H., Ashi, J., Kimura, G., Lallemant, S., Screaton, E.J., Curewitz, D., Masago, H., Moe, K.T., and the Expedition 314/315/316 Scientists, Proc. IODP, 314/315/316: Washington, DC (Integrated Ocean Drilling Program Management International, Inc.). doi:10.2204/iodp.proc.314315316.134.2009

Expedition 316 Scientists, 2009c. Expedition 316 Site C0007. In Kinoshita, M., Tobin, H., Ashi, J., Kimura, G., Lallemant, S., Screaton, E.J., Curewitz, D., Masago, H., Moe, K.T., and the Expedition 314/315/316 Scientists, Proc. IODP, 314/315/316: Washington, DC (Integrated Ocean Drilling Program Management International, Inc.). doi:10.2204/iodp.proc.314315316.135.2009

Fofonoff, N.P., 1985. Physical properties of seawater: a new salinity scale and equation of state for seawater. J. Geophys. Res., [Oceans], 90(C2):3332–3342. doi:10.1029/JC090iC02p03332

Folk, R.L., and Ward, W.C., 1957. Brazos River bar [Texas]: a study in the significance of grain size parameters. J. Sediment. Res., 27(1):3–26. http://jsedres.sepmonline.org/cgi/content/abstract/27/1/3

Germaine, J.T., and Germaine, A.V., 2009. Geotechnical Laboratory Measurements for Engineers: Hoboken, NJ (Wiley).

Holtz, R.D., and Kovacs, W.D., 1981. An Introduction to Geotechnical Engineering: Englewood Cliffs, NJ (Prentice-Hall).

Karig, D.E., 1996. Uniaxial reconsolidation tests on porous sediments: mudstones from Site 897. In Whitmarsh, R.B., Sawyer, D.S., Klaus, A., and Masson, D.G. (Eds.), Proc. ODP, Sci. Results, 149: College Station, TX (Ocean Drilling Program), 363–373. doi:10.2973/odp.proc.sr.149.234.1996

Lee, H.J., Olsen, H.W., and von Huene, R., 1973. Physical properties of deformed sediments from Site 181. In Kulm, L.D., von Huene, R., et al., Init. Repts. DSDP, 18: Washington (U.S. Govt. Printing Office), 897–901. doi:10.2973/dsdp.proc.18.127.1973

Long, H., Flemings, P.B., Germaine, J.T., Saffer, D.M., and Dugan, B., 2008. Data report: consolidation characteristics of sediments from IODP Expedition 308, Ursa Basin, Gulf of Mexico. In Flemings, P.B., Behrmann, J.H., John, C.M., and the Expedition 308 Scientists, Proc. IODP, 308: College Station, TX (Integrated Ocean Drilling Program Management International, Inc.). doi:10.2204/iodp.proc.308.204.2008

Lunne, T., Berre, T., and Strandvik, S., 1997. Sample disturbance effects in soft low plastic Norwegian clay. Publ.—Nor. Geotek. Inst., 204:81–102.

Morgan, J.K., and Ask, M.V.S., 2004. Consolidation state and strength of underthrust sediments and evolution of the décollement at the Nankai accretionary margin: results of uniaxial reconsolidation experiments. J. Geophys. Res., [Solid Earth], 109(B3):B03102. doi:10.1029/2002JB002335

Neuzil, C.E., 1994. How permeable are clays and shales? Water Resour. Res., 30(2):145–150. doi:10.1029/93WR02930

Saffer, D.M., Silver, E.A., Fisher, A.T., Tobin, H., and Moran, K., 2000. Inferred pore pressures at the Costa Rica subduction zone: implications for dewatering processes. Earth Planet. Sci. Lett., 177(3–4):193–207. doi:10.1016/S0012-821X(00)00048-0

Shephard, L.E., and Bryant, W.R., 1980. Consolidation characteristics of Japan Trench sediments. In von Huene, R., Nasu, N., et al., Init. Repts. DSDP, 56, 57: Washington, DC (U.S. Govt. Printing Office), 1201–1205. doi:10.2973/dsdp.proc.5657.152.1980

Spinelli, G.A., Mozley, P.S., Tobin, H.J., Underwood, M.B., Hoffman, N.W., and Bellew, G.M., 2007. Diagenesis, sediment strength, and pore collapse in sediment approaching the Nankai Trough subduction zone. Geol. Soc. Am. Bull., 119(3–4):377–390. doi:10.1130/B25920.1

Stump, B.B., and Flemings, P.B., 2002. Consolidation state, permeability, and stress ratio as determined from uniaxial strain experiments on mudstone samples from the Eugene Island 330 area, offshore Louisiana. In Huffman, A.R., and Bowers, G.L. (Eds.), Pressure Regimes in Sedimentary Basins and their Prediction. AAPG Mem., 76:131–144.

Sunderland, E.B., and Morgan, J.K., 2004. Microstructural variations in sediments from the toe of the Nankai accretionary prism: results of scanning electron microscope analysis. In Mikada, H., Moore, G.F., Taira, A., Becker, K., Moore, J.C., and Klaus, A. (Eds.), Proc. ODP, Sci. Results, 190/196: College Station, TX (Ocean Drilling Program), 1–27. doi:10.2973/odp.proc.sr.190196.212.2004

Taylor, E., and Bryant, W.R., 1985. Geotechnical properties of sediments from the Middle America Trench and slope. In von Huene, R., Aubouin, J., et al., Init. Repts. DSDP, 84: Washington, DC (U.S. Govt. Printing Office), 745–766. doi:10.2973/dsdp.proc.84.132.1985

Trabant, P.K., Bryant, W.R., and Bouma, A.H., 1975. Consolidation characteristics of sediments from Leg 31 of the Deep Sea Drilling Project. In Karig, D.E., Ingle, J.C., Jr., et al., Init. Repts. DSDP, 31: Washington, DC (U.S. Govt. Printing Office), 569–572. doi:10.2973/dsdp.proc.31.122.1975

Yang, Y., and Aplin, A.C., 2007. Permeability and petrophysical properties of 30 natural mudstones. J. Geophys. Res., 112(B3):B03206. doi:10.1029/2005JB004243

Yue, L., Likos, W.J., Guo, J., and Underwood, M.B., submitted. Data report: permeability of mud(stone) samples from Site C0001, IODP Expedition 315, Nankai Trough: Stage 1 of NanTroSEIZE. In Kinoshita, M., Tobin, H., Ashi, J., Kimura, G., Lallemant, S., Screaton, E.J., Curewitz, D., Masago, H., Moe, K.T., and the Expedition 314/315/316 Scientists, Proc. IODP, 314/315/316: Washington, DC (Integrated Ocean Drilling Program Management International, Inc.).

Top of page   |    Previous   |   Next