Geotechnical properties of pelagic clays at DSDP Hole 86-576A
Fuente:
PANGAEA
Enregistré dans:
| Auteur principal: | The Marine Geotechnical Consortium |
|---|---|
| Format: | Dataset Open Access |
| Langue: | en |
| Publié: |
PANGAEA
1985
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(Table 13) Undrained shear strength and effective overburden stress ratio for both the normally consolidated condition and after correcting for the state of overconsolidation at DSDP Hole 86-576A
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Quartz content and mass accumulation rates at DSDP Hole 86-576A
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(Table 5) Consolidation properties at DSDP Hole 86- 576A sediments using constant rate of deformation consolidation tests
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(Table 12) Undrained shear strength and effective overburden stress ratio from CIU triaxial tests and adjusted for the in situ KQ condition for DSDP Hole 86-576A sediments
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(Table 4) Consolidation properties at DSDP Hole 86-576A sediments using incrementally loaded consolidation test
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(Table 2) Mineralogy at DSDP Hole 86-576A sediments
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(Table II) Ages of key diatom events in the Pliocene and Pleistocene of DSDP Hole 86-580 in the Northwest Pacific
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Sound velocity of Hole 86-576
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Calcium carbonate bulk analysis of Hole 86-576B
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(Table 2) Mass sediment-accumulation rates and density at DSDP Hole 86-576A
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Sound velocity of Hole 86-576B
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(Table 3) Quartz accumulation rates at DSDP Hole 86-576A
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Annotated record of the detailed examination of Mn deposits from DSDP Leg 86 (Holes 576, 576B, 577, 578, 579A, 581)
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Documents similaires
-
(Table 6) Preconsolidation stress and corresponding overconsolidation ratios at DSDP Hole 86-576A
par: The Marine Geotechnical Consortium
Publié: (1985) -
(Table 13) Undrained shear strength and effective overburden stress ratio for both the normally consolidated condition and after correcting for the state of overconsolidation at DSDP Hole 86-576A
par: The Marine Geotechnical Consortium
Publié: (1985) -
Quartz content and mass accumulation rates at DSDP Hole 86-576A
par: Leinen, Margaret W
Publié: (1985) -
(Table 5) Consolidation properties at DSDP Hole 86- 576A sediments using constant rate of deformation consolidation tests
par: The Marine Geotechnical Consortium
Publié: (1985) -
(Table 12) Undrained shear strength and effective overburden stress ratio from CIU triaxial tests and adjusted for the in situ KQ condition for DSDP Hole 86-576A sediments
par: The Marine Geotechnical Consortium
Publié: (1985)