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(Table 2) Consolidation test results and geotechnical properties of samples t...
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(Table 1) Consolidation test results and geotechnical properties of samples t...
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(Table 2) Consolidation properties of sediments from ODP Sites 167-1020 and 1...
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(Table 1) Consolidation tests from different Holes of IODP Expedition 302
Two estimates of the pre-consolidation pressure are derived for each test (1) is calculated from the e- log(sigmaE) and (2) from e- log(sigmaE). -
(Table 2) Consolidation characteristics and excess pore-water pressures for D...
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(Table 1) One-dimensional consolidation test summary for ODP Site 131-808
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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 T37) Ko-consolidated undrained test conditions and properties of undra...
All stresses / pressures were originally measured in ksc (kgf/cm**2). The conversion of ksc to SI units is 1 ksc = 98.07 kPa. -
(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... -
(Table 7) Consolidation stress hisory of ODP Hole 123-765B
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(Table 2) Consolidation test results for sediments of the Prydz Bay
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(Tables 1, 2) Geotechnical properties of sediments from the Prydz Bay
land-based laboratory analyses of the whole-round core samples -
(Table 1) Consolidation test of ODP Leg 113 samples
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(Table 2) Geotechnical properties of Norwegian Sea sediments
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(Table 1) Experimental details and results
Factor-of-safety analyses of submarine slope failure depend critically on the shear strength of the slope material, which is often evaluated with residual strength values and... -
(Table 1) Conditions of consolidation and excess pore-water pressures for sed...
Geotechnical examination of 180 m of core recovered in Pigmy Basin at Site 619 in the Gulf of Mexico indicates that excess pore-water pressures are present in the lower section... -
(Table 1) Summary of one-dimensional consolidation test results for ODP Leg 1...
Most of the sediments at Sites 819 through 821 are underconsolidated, likely the result of high sedimentation rates. Normally consolidated sediments appear at intervals of low... -
(Table 2) Consolidation characteristics of ODP Hole 126-790A samples
We examine the physical properties of volcaniclastic sediments in the forearc and backarc of the Izu-Bonin arc region. Based on our analyses of these and other deposits in the... -
Consolidation characteristics of outer Bengal Fan deposits (Table 1)
The state of consolidation of outer Bengal Fan deposits is closely related to their depositional history. Early Pleistocene sediments are underconsolidated, i.e., fabric...
