Uniaxial strain consolidation experiments were conducted to determine elastic and plastic properties and to estimate the permeability of sediments from 0 to 200 meters below seafloor at Ocean Drilling Program Sites 1194 and 1198. Plastic deformation is described by compression indices, which range from 0.19 to 0.37. Expansion indices, the elastic deformation measured during unload/reload cycles on samples, vary from 0.02 to 0.029. Consolidation experiments provide lower bounds on permeability between 5.4 x 10**-16 m**2 and 1.9 x 10**-18 m**2, depending on the consolidation state of the sample
Studies of geotechnical properties for the Sub-seabed Disposal Program have been oriented toward sed...
Sites 815 and 817 were drilled near the Townsville Trough during Leg 133 of the Ocean Drilling Progr...
Based on laboratory geotechnical tests, the stress history of sediment drift deposits at two Ocean D...
Vertical permeability and sediment consolidation measurements were taken on seven whole-round drill ...
Eight whole-core samples from Ocean Drilling Program Site 1244, Hydrate Ridge, Cascadia continental ...
Porosity, permeability, and compressional (P-wave) velocity were measured as a function of stress on...
Geotechnical property results from Deep Sea Drilling Project Hole 576A sediments represent the most ...
Twenty-one samples, ranging in depth from 0 to 150 meters below seafloor (mbsf), were obtained from ...
Geotechnical properties of sediment from Ocean Drilling Program Leg 164 are presented as: (1) normal...
The consolidation-permeability characteristics and index properties of seven sediment samples from D...
Drilling during Leg 167 at the California margin was scheduled to recover continuous sedimentary sec...
Vertical permeability testing was conducted on four samples collected from Site 1109, a borehole adv...
Low-gradient flow tests and one-dimensional consolidation tests were performed on four samples from ...
Permeability characteristics of deep-sea sediments from the East Bermuda Rise and Blake Bahama Outer...
Permeability of a large number of natural marine sediment samples from the Gulf of Mexico was determ...
Studies of geotechnical properties for the Sub-seabed Disposal Program have been oriented toward sed...
Sites 815 and 817 were drilled near the Townsville Trough during Leg 133 of the Ocean Drilling Progr...
Based on laboratory geotechnical tests, the stress history of sediment drift deposits at two Ocean D...
Vertical permeability and sediment consolidation measurements were taken on seven whole-round drill ...
Eight whole-core samples from Ocean Drilling Program Site 1244, Hydrate Ridge, Cascadia continental ...
Porosity, permeability, and compressional (P-wave) velocity were measured as a function of stress on...
Geotechnical property results from Deep Sea Drilling Project Hole 576A sediments represent the most ...
Twenty-one samples, ranging in depth from 0 to 150 meters below seafloor (mbsf), were obtained from ...
Geotechnical properties of sediment from Ocean Drilling Program Leg 164 are presented as: (1) normal...
The consolidation-permeability characteristics and index properties of seven sediment samples from D...
Drilling during Leg 167 at the California margin was scheduled to recover continuous sedimentary sec...
Vertical permeability testing was conducted on four samples collected from Site 1109, a borehole adv...
Low-gradient flow tests and one-dimensional consolidation tests were performed on four samples from ...
Permeability characteristics of deep-sea sediments from the East Bermuda Rise and Blake Bahama Outer...
Permeability of a large number of natural marine sediment samples from the Gulf of Mexico was determ...
Studies of geotechnical properties for the Sub-seabed Disposal Program have been oriented toward sed...
Sites 815 and 817 were drilled near the Townsville Trough during Leg 133 of the Ocean Drilling Progr...
Based on laboratory geotechnical tests, the stress history of sediment drift deposits at two Ocean D...