Initial Reports of the Deep Sea Drilling Project 1986
DOI: 10.2973/dsdp.proc.96.153.1986
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Geotechnical Properties of Intraslope Basin Sediments, Gulf of Mexico, Deep Sea Drilling Project Leg 96, Site 619

Abstract: Geotechnical examination of 180 m of core recovered in Pigmy Basin at Site 619 in the Gulf of Mexico indicates that excess pore-water pressures are present in the lower section of the hole. Shear strength-vertical effective stress relationships and consolidation testing (oedometer) indicate that the sediments are normally consolidated in the upper 30 m and underconsolidated below. The presence of gas within the pore waters greatly affected the measurements of shear strength, water content, and porosity in the … Show more

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Cited by 4 publications
(3 citation statements)
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“…Original maps of Bouma et al (1986) were digitized in UTM coordinates, and volumes calculated using GIS software. Sediment volumes were converted to sediment masses using grain density of 2,650 kg/m 3 , porosities from DSDP Leg 96 core data (Bryant et al, 1986) for core depths of 0-200 m below sea floor (bsf) , and depth-porosity relationships of Nobes et al (1986) Table 5. Details of discharge and duration for meltwater flood pulses (MWF) of Aharon (2003) and pauses in meltwater discharge to the GoM (P), with approximations of sediment delivery per pulse, using sediment concentration of 0.4 kg/m 3 for prehistoric loads, and 0.2 kg/m 3 for the 2011 flood (conservative ssc estimate from Heimann et al, 2011, and water discharge from US-ACE, 2012).…”
Section: Discussionmentioning
confidence: 99%
“…Original maps of Bouma et al (1986) were digitized in UTM coordinates, and volumes calculated using GIS software. Sediment volumes were converted to sediment masses using grain density of 2,650 kg/m 3 , porosities from DSDP Leg 96 core data (Bryant et al, 1986) for core depths of 0-200 m below sea floor (bsf) , and depth-porosity relationships of Nobes et al (1986) Table 5. Details of discharge and duration for meltwater flood pulses (MWF) of Aharon (2003) and pauses in meltwater discharge to the GoM (P), with approximations of sediment delivery per pulse, using sediment concentration of 0.4 kg/m 3 for prehistoric loads, and 0.2 kg/m 3 for the 2011 flood (conservative ssc estimate from Heimann et al, 2011, and water discharge from US-ACE, 2012).…”
Section: Discussionmentioning
confidence: 99%
“… References are as follows: a, Uchida et al [2000]; b, Kulenkampff and Spangenberg [2005]; c, Matsumoto et al [2000]; d, Collett and Wendlandt [2000]; e, Winters [2000a]; f, Winters [2000b]; g, Uchida et al [2004]; h, Taira et al [1991]; i, Yun et al [2010]; j, Collett et al [2008]; k, Winters et al [2008]; l, Hovland et al [1995]; m, Camerlenghi et al [1995]; n, Westbrook et al [1994]; o, von Huene et al [1987]; p, Kvenvolden and Kastner [1990]; q, Hill and Marsters [1990]; r, Tamaki et al [1990]; s, Holler [1992]; t, Yun et al [2011]; u, Kim et al [2011]; v, Kwon et al [2011]; w, Pflaunm et al [1985]; x, Thayer et al [1986]; y, Bryant et al [1986]; z, Boswell et al [2009]; aa, Luan et al [2008]; ab, Dang et al [2010]; ac, Stern et al [2011]; ad, Winters et al [2011]; ae, Dai et al [2011]; af, Yun et al [2006]; ag, Tan et al [2006]. …”
Section: Hydrate In Porous Media: Patternsmentioning
confidence: 99%
“…The rate of consolidation is controlled by how fast the pore-water can dissipate under a given pressure gradient. In marine settings, the factors that principally influence this consolidation process are depth of burial, grain size, porosity, and permeability (Taylor and Bryant, 1985;Bryant et al, 1986b). Porosity is a measure of the volume of voids in the sediment, and permeability depends on the interconnection (tortuosity) of these voids to achieve fluid flow through the sediment.…”
Section: Permeabilitymentioning
confidence: 99%