Initial Reports of the Deep Sea Drilling Project 1986
DOI: 10.2973/dsdp.proc.96.151.1986
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Consolidation Characteristics and Permeability of Mississippi Fan Sediments

Abstract: Geotechnical properties of Quaternary sediments from the middle and lower regions of the Mississippi Fan show that the sediments are normally to overly consolidated to a depth of 40 to 50 m below the seafloor. Below that depth, the sediments become highly underconsolidated and exhibit high excess pore-water pressures. The state of underconsolidation is attributed to the rapid rates of sediment accumulation and the low permeability of smectite-rich clays.

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Cited by 19 publications
(21 citation statements)
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“…P' 0 , the present in-situ effective overburden, is computed by integrating the bulk densities from the seafloor (zero) to the sample depth (z) and subtracting the hydrostatic head within that same interval. Casagrande's technique (1936) was used to determine the maximum preconsolidation stress (Pc max ) and the minimum preconsolidation stress (-Pc min ) was determined following Bryant, et al (1986a). The preconsolidation stress is normally interpreted to be the maximum effective overburden load the sediment had experienced prior to laboratory loads.…”
Section: Methodsmentioning
confidence: 99%
“…P' 0 , the present in-situ effective overburden, is computed by integrating the bulk densities from the seafloor (zero) to the sample depth (z) and subtracting the hydrostatic head within that same interval. Casagrande's technique (1936) was used to determine the maximum preconsolidation stress (Pc max ) and the minimum preconsolidation stress (-Pc min ) was determined following Bryant, et al (1986a). The preconsolidation stress is normally interpreted to be the maximum effective overburden load the sediment had experienced prior to laboratory loads.…”
Section: Methodsmentioning
confidence: 99%
“…Consolidation Characteristics Inferred From Sediment Shear Strength Bryant et al (1986) stated that the most direct and definitive way of determining the degree of consolidation for normally and underconsolidated sediment conditions is to measure the in-situ pore water pressures. However, in-situ pore water pressure measurements have been conducted only in very rare cases (see Dunlap et al, 1978Dunlap et al, ,1979Schultheiss and McPhail, 1986).…”
Section: Resultsmentioning
confidence: 99%
“…The preconsolidation pressure, p c , is the greatest load to which the sediment has ever been subjected. The preconsolidation pressure was determined from the rebound characteristics and the reload curve, as described by Bryant et al (1986), and Bryant and Bennett (1988). The ratio between the preconsolidation pressure (p c ) and the present overburden pressure ip o ) is called the overconsolidation ratio (OCR).…”
Section: Materials Methods and Definitionsmentioning
confidence: 99%
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“…This increase does not appear to occur in either Hole 886B or 886C. Bryant et al (1986) used an empirical relationship between the undrained shear strength (S u ) and effective overburden pressure (Pj) (Skempton, 1970) to infer the state of consolidation in the sediment column. Application of this technique to the data from Holes 885A, 886B, and 886C produced the profiles of SJP 0 ' vs. depth for Holes 885A, 886B, and 886C, presented in Figure 20.…”
Section: Index Properties and Vane Shear Strengthmentioning
confidence: 99%