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doi:10.2204/iodp.proc.308.204.2008 ReferencesASTM 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 and Mater.) 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. 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. Graber, K.K., Pollard, E., Jonasson, B., and Schulte, E. (Eds.), 2002. Overview of Ocean Drilling Program Engineering Tools and Hardware. ODP Tech. Note, 31. doi:10.2973/odp.tn.31.2002 Tan, B., Germaine, J.T., and Flemings, P.B., 2006. Data report: consolidation and strength characteristics of sediments from ODP Site 1244, Hydrate Ridge, Cascadia continental margin. In Tréhu, A.M., Bohrmann, G., Torres, M.E., and Colwell, F.S. (Eds.), Proc. ODP, Sci. Results, 204: College Station, TX (Ocean Drilling Program), 1–148. doi:10.2973/odp.proc.sr.204.102.2006 |
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