-
(Tables T9-T13) Vertical effective stress, porosity and void ratio test resul...
This dataset has no description
-
(Tables T4-T8) Vertical effective stress, porosity and void ratio test result...
This dataset has no description
-
(Tables T38,T40,T44,T46,T50,T52) Ko-consolidated undrained test results and c...
All stresses / pressures were originally measured in ksc (kgf/cm**2). The conversion of ksc to SI units is 1 ksc = 98.07 kPa. Tables T42, T48, T54 and T56 have been omitted... -
(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... -
(Tables T18-T35) Constant rate of strain consolidation properties of ODP Site...
All stresses / pressures were originally measured in ksc (kgf/cm**2). The conversion of ksc to SI units is 1 ksc = 98.07 kPa. Tables T22 and T30 are not included because of... -
(Table 1) Experimental shear strength values for IODP Exp315 and Exp316 holes
We investigate the mechanics of slope failures on the Nankai accretionary complex offshore Japan in the vicinity of a major out-of-sequence thrust fault (termed the... -
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 2) Triaxial stress conditions ans shear strength parameters of ODP Leg...
This dataset has no description
-
(Table 3) Total and effective stress and fluid pressure for experiment sample...
This dataset has no description
-
(Table 2) Compression and expansion indices of ODP Site 174-1073
This dataset has no description
-
(Table 1) Results of consolidaten tests for ODP Hole 131-808C and DSDP Hole 8...
Uniaxial reconsolidation tests were conducted on samples from four whole-round cores of similar hemipelagic silty mudstones from the Shikoku Basin sequence recovered at DSDP... -
(Table 2) Oedometer test conditions, specimen properties, and results for sam...
DEPTH, sediment/rock = Depth CSFA (m)Empty cells = not applicable -
(Figure 3) Undrained shear strength of sediment core GeoB12048, Western Slide
This dataset has no description
-
(Figure 3) Undrained shear strength of sediment core GeoB12045-2, Western Slide
This dataset has no description
-
(Figure 3) Undrained shear strength of sediment core GeoB12044-2, Western Slide
This dataset has no description
-
(Figure 3) Undrained shear strength of sediment core GeoB12053, Eastern slide
This dataset has no description
-
(Figure 3) Undrained shear strength of sediment core GeoB12060, Eastern slide
This dataset has no description
-
(Figure 3) Undrained shear stress (vane shear) of sediment core GeoB12064
This dataset has no description
-
Cone resistance, pore pressure, and vertical effective stress of CPT29b dredg...
This dataset has no description
-
Cone resistance, pore pressure, and vertical effective stress of CPT29a dredg...
This dataset has no description
