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(Table 4) Consolidation test results and geotechnical properties of samples t...
This dataset has no description
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(Table 2) Consolidation test results and geotechnical properties of samples t...
This dataset has no description
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(Table 1) Consolidation test results and geotechnical properties of samples t...
This dataset has no description
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(Table 3) Consolidation test results and geotechnical properties of samples t...
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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... -
Table 2. Geotechnical properties of the Omok-Sampling-Site
Kluger et al. (2017)*1 Brooker and Ireland (1965) -
Geotechnical and physical properties from whole-round consolidations samples ...
Sediments cored from the Barbados Ridge accretionary complex at ODP Sites 671, 672, and 676 are progressively underconsolidated with depth. Very low measured intergranular... -
(Table 1) Consolidation characteristics at DSDP Sites 87-582, 87-583, and 87-584
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(Table 4) Consolidation properties at DSDP Hole 86-576A sediments using incre...
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(Table 9) Consolidation properties at DSDP Hole 86-576A sediments using CIU t...
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(Table 6) Preconsolidation stress and corresponding overconsolidation ratios ...
This dataset has no description
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(Table 5) Consolidation properties at DSDP Hole 86- 576A sediments using cons...
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(Table 10) Overonsolidation properties at DSDP Hole 86-576A sediments using C...
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(Table 12) Undrained shear strength and effective overburden stress ratio fro...
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(Table 13) Undrained shear strength and effective overburden stress ratio for...
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(Table 1) Consolidation at DSDP Leg 84 Holes
This dataset has no description
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(Table 2) Consolidation characteristics of ODP Hole 164-995A sediments
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(Table 4) Summary of consolidation and permeability at DSDP Hole 75-532A
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(Table 6) Consolidation test results and geotechnical properties of samples t...
This dataset has no description
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(Table T36) Ko-consolidated undrained test conditions and consolidation prope...
All stresses / pressures were originally measured in ksc (kgf/cm**2). The conversion of ksc to SI units is 1 ksc = 98.07 kPa. Test samples TX641, TX644, TX647 and TX650 were...
