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(Table 1) Consolidation test for sediments of ODP Leg 130 sites
Consolidation tests were performed on 19 samples of calcareous ooze from the Ontong Java Plateau, obtained during Ocean Drilling Program Leg 130. Rebound curves from... -
Consolidation properties of Site C0023
The samples were tested by incremental loading consolidation experiments following ASTM D2435/D2435M-11 (2011). The preconsolidation pressure was estimated by a modification of... -
(Table 3) Sediment consolidation properties at DSDP Leg 72 Holes
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(Table 2) Consolidation characteristics of ODP Hole 164-995A sediments
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(Table 1) Consolidation at DSDP Leg 84 Holes
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(Table 11) Consolidation properties at DSDP Hole 86-576A sediments using CIU ...
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(Table 10) Overonsolidation properties at DSDP Hole 86-576A sediments using C...
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(Table 9) Consolidation properties at DSDP Hole 86-576A sediments using CIU t...
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(Table 8) Consolidation properties at DSDP Hole 86- 576A sediments using unco...
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(Table 5) Consolidation properties at DSDP Hole 86- 576A sediments using cons...
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(Table 4) Consolidation properties at DSDP Hole 86-576A sediments using incre...
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(Table 1) Physical properties from IODP Holes 308-U1322B, 308-U1322D and 308-...
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(Table T5) Permeability summary of ODP Site 180-1109
Sediment depth is given in mbsf. The reported permeability for Sample 180-1109C-23X-4,43-65, was measured at 276 kPa effective stress, whereas the remainder of the samples were... -
(Table 3) Compression and stress test for ODP Site 131-808B sediments
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(Table T1) Sample characteristics and overburden stress of ODP Holes 190-1173...
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(Table 3) Consolidation characteristics and excess pore-water pressures for O...
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(Table 2) Consolidation characteristics and excess pore-water pressures for O...
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(Table 7) Consolidation stress hisory of ODP Hole 123-765B
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(Table 6) Laboratory vane shear strengths from ODP Hole 123-766A
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(Table 5) Laboratory vane shear strengths from ODP Site 123-765
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