(Table 9) Consolidation properties at DSDP Hole 86-576A sediments using CIU triaxial test
Fuente:
PANGAEA
Saved in:
| Main Author: | The Marine Geotechnical Consortium |
|---|---|
| Format: | Dataset Open Access |
| Language: | en |
| Published: |
PANGAEA
1985
|
| Subjects: | |
| Online Access: | |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
(Table 10) Overonsolidation properties at DSDP Hole 86-576A sediments using CIU triaxial test
by: The Marine Geotechnical Consortium
Published: (1985)
by: The Marine Geotechnical Consortium
Published: (1985)
(Table 11) Consolidation properties at DSDP Hole 86-576A sediments using CIU triaxial test
by: The Marine Geotechnical Consortium
Published: (1985)
by: The Marine Geotechnical Consortium
Published: (1985)
(Table 8) Consolidation properties at DSDP Hole 86- 576A sediments using unconsolidated-undrained (UU) triaxial test
by: The Marine Geotechnical Consortium
Published: (1985)
by: The Marine Geotechnical Consortium
Published: (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
by: The Marine Geotechnical Consortium
Published: (1985)
by: The Marine Geotechnical Consortium
Published: (1985)
(Table 5) Consolidation properties at DSDP Hole 86- 576A sediments using constant rate of deformation consolidation tests
by: The Marine Geotechnical Consortium
Published: (1985)
by: The Marine Geotechnical Consortium
Published: (1985)
(Table 4) Consolidation properties at DSDP Hole 86-576A sediments using incrementally loaded consolidation test
by: The Marine Geotechnical Consortium
Published: (1985)
by: The Marine Geotechnical Consortium
Published: (1985)
(Table 6) Preconsolidation stress and corresponding overconsolidation ratios at DSDP Hole 86-576A
by: The Marine Geotechnical Consortium
Published: (1985)
by: The Marine Geotechnical Consortium
Published: (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
by: The Marine Geotechnical Consortium
Published: (1985)
by: The Marine Geotechnical Consortium
Published: (1985)
(Table 1) Conditions of consolidation and excess pore-water pressures for sediments at DSDP Hole 96-619
by: Bryant, William, et al.
Published: (1986)
by: Bryant, William, et al.
Published: (1986)
(Table 3) Sediment characteristics and index-property at DSDP Hole 86-576A
by: The Marine Geotechnical Consortium
Published: (1985)
by: The Marine Geotechnical Consortium
Published: (1985)
Geotechnical properties of pelagic clays at DSDP Hole 86-576A
by: The Marine Geotechnical Consortium
Published: (1985)
by: The Marine Geotechnical Consortium
Published: (1985)
(Table 2) Consolidation characteristics and excess pore-water pressures for DSDP Leg 96 holes
by: Bryant, William, et al.
Published: (1986)
by: Bryant, William, et al.
Published: (1986)
(Table 2) Physical properties of sediments from triaxial test at DSDP Hole 78-541
by: Marlow, Michael S, et al.
Published: (1984)
by: Marlow, Michael S, et al.
Published: (1984)
(Table 2) Mineralogy at DSDP Hole 86-576A sediments
by: The Marine Geotechnical Consortium
Published: (1985)
by: The Marine Geotechnical Consortium
Published: (1985)
Consolidation and strength of Pliocene-Pleistocene sediments of ODP Leg 105 holes (Table 1)
by: Dadey, Kathleen A, et al.
Published: (1989)
by: Dadey, Kathleen A, et al.
Published: (1989)
(Table 2) Vertical effective stress and pore pressure parameter for ODP Site 131-808
by: Moran, Kate, et al.
Published: (1993)
by: Moran, Kate, et al.
Published: (1993)
(Table 2) Consolidation characteristics and excess pore-water pressures for ODP Hole 128-798B
by: Holler, Peter R
Published: (1992)
by: Holler, Peter R
Published: (1992)
(Table 3) Consolidation characteristics and excess pore-water pressures for ODP Hole 128-799A
by: Holler, Peter R
Published: (1992)
by: Holler, Peter R
Published: (1992)
(Table 2) Consolidation characteristics of ODP Hole 164-995A sediments
by: Winters, William J
Published: (2000)
by: Winters, William J
Published: (2000)
(Table 7) Consolidation stress hisory of ODP Hole 123-765B
by: Riggins, Michael
Published: (1992)
by: Riggins, Michael
Published: (1992)
(Table 3) Total and effective stress and fluid pressure for experiment samples of ODP Site 174-1073
by: Dugan, Brandon, et al.
Published: (2003)
by: Dugan, Brandon, et al.
Published: (2003)
(Table 2) Consolidation test results of ODP Leg 112 samples
by: Lee, Homa J, et al.
Published: (1990)
by: Lee, Homa J, et al.
Published: (1990)
(Table 6) Laboratory vane shear strengths from ODP Hole 123-766A
by: Riggins, Michael
Published: (1992)
by: Riggins, Michael
Published: (1992)
Quartz content and mass accumulation rates at DSDP Hole 86-576A
by: Leinen, Margaret W
Published: (1985)
by: Leinen, Margaret W
Published: (1985)
(Table 5) Magnetostratigraphy at DSDP Site 86-576
by: Heath, G Ross, et al.
Published: (1985)
by: Heath, G Ross, et al.
Published: (1985)
(Tables T38,T40,T44,T46,T50,T52) Ko-consolidated undrained test results and consolidation properties of ODP Site 204-1244 sediments
by: Tan, Brian, et al.
Published: (2006)
by: Tan, Brian, et al.
Published: (2006)
Measured permeability data of shales taken from Lower Silurian Longmaxi Formation in the Sichuan Basin of China
by: Sun, Zexiang, et al.
Published: (2019)
by: Sun, Zexiang, et al.
Published: (2019)
(Table 4) Summary of consolidation and permeability at DSDP Hole 75-532A
by: Geotechnical Consortium
Published: (1984)
by: Geotechnical Consortium
Published: (1984)
(Table 1) Consolidation at DSDP Leg 84 Holes
by: Taylor, Elliott, et al.
Published: (1985)
by: Taylor, Elliott, et al.
Published: (1985)
(Table 5) Laboratory vane shear strengths from ODP Site 123-765
by: Riggins, Michael
Published: (1992)
by: Riggins, Michael
Published: (1992)
Consolidation characteristics of outer Bengal Fan deposits (Table 1)
by: Wetzel, Andreas
Published: (1990)
by: Wetzel, Andreas
Published: (1990)
(Table 2) Consolidation test results for sediments of the Prydz Bay
by: Solheim, Anders, et al.
Published: (1991)
by: Solheim, Anders, et al.
Published: (1991)
(Table 2) Consolidation characteristics of ODP Hole 126-790A samples
by: Dadey, Kathleen A, et al.
Published: (1992)
by: Dadey, Kathleen A, et al.
Published: (1992)
(Fig. 4c) Excess pore pressure development during saturation test of test no. CY-13 of the Omok-Sampling-Site
by: Kluger, Max Oke, et al.
Published: (2019)
by: Kluger, Max Oke, et al.
Published: (2019)
(Table 4) Magnetization after AF demagnetization of DSDP Hole 86-576B
by: Heath, G Ross, et al.
Published: (1985)
by: Heath, G Ross, et al.
Published: (1985)
(Table 1) Physical properties of sediments at DSDP Leg 86 Holes
by: Schultheiss, P J
Published: (1985)
by: Schultheiss, P J
Published: (1985)
(Table 5) Elemental abundance and water content at DSDP Site 86-576
by: Heath, G Ross, et al.
Published: (1985)
by: Heath, G Ross, et al.
Published: (1985)
Paleomagnetic of Hole 86-576
by: Bleil, Ulrich, et al.
Published: (2005)
by: Bleil, Ulrich, et al.
Published: (2005)
(Table T36) Ko-consolidated undrained test conditions and consolidation properties of ODP Site 204-1244 sediments
by: Tan, Brian, et al.
Published: (2006)
by: Tan, Brian, et al.
Published: (2006)
Annotated record of the detailed examination of Mn deposits from DSDP Leg 86 (Holes 576, 576B, 577, 578, 579A, 581)
by: Heath, G Ross, et al.
Published: (1985)
by: Heath, G Ross, et al.
Published: (1985)
Similar Items
-
(Table 10) Overonsolidation properties at DSDP Hole 86-576A sediments using CIU triaxial test
by: The Marine Geotechnical Consortium
Published: (1985) -
(Table 11) Consolidation properties at DSDP Hole 86-576A sediments using CIU triaxial test
by: The Marine Geotechnical Consortium
Published: (1985) -
(Table 8) Consolidation properties at DSDP Hole 86- 576A sediments using unconsolidated-undrained (UU) triaxial test
by: The Marine Geotechnical Consortium
Published: (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
by: The Marine Geotechnical Consortium
Published: (1985) -
(Table 5) Consolidation properties at DSDP Hole 86- 576A sediments using constant rate of deformation consolidation tests
by: The Marine Geotechnical Consortium
Published: (1985)