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(Table T4) Vertical permeability measurements of ODP Site 180-1109
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Frictional properties of laboratory shearing experiments
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(Table 2) Consolidation characteristics of ODP Hole 164-995A sediments
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(Table 11) Consolidation properties at DSDP Hole 86-576A sediments using CIU ...
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(Table T9) Effective stress, fluid flux, porosity and permeability of ODP Hol...
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(Table T3) Derived and measured hydraulic conductivities of sediments from OD...
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(Table T1) Ex-situ consolidation properties of sediments from ODP Leg 207 sites
Depth, sediment is given in mbsf. -
(Figure 4) Oedometer tests of METEOR cruise M73/1 sediment cores from the Lig...
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Effective stress and void ratio of ANDRILL AND-1B sediment core
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(Table 1) Sample and experiment details and friction measurements of DFDP-1A ...
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Shear strength of IODP Expedition 322 and 333 sediments approaching subductio...
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(Table S2) Details of experiments at elevated stress conditions from IODP Exp...
All in double-direct shear. -
(Table S1) Details of experiments at in-situ stress conditions from IODP Expe...
Designates shear strength values calculated from measured friction coefficients to account for small differences between tested and in-situ effective stress.SDS = Single-direct... -
(Table 4) Direct shear properties at DSDP Leg 72 Holes
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(Table 2) Physical properties of sediments from triaxial test at DSDP Hole 78...
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(Table 1) Physical properties of sediments from consolidation test at DSDP Ho...
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(Table T6) Permeability measurements during consolidation and rebound of ODP ...
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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... -
(Tables T4, T5) Flow rates, hydraulic conductivities and permeabilities of OD...
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(Tables T2, T3) Flow rates, hydraulic conductivities and permeabilities of OD...
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