Paper
Fluid-flow pathways in actively deforming sediments: the role of pore fluid pressures and volume change

https://doi.org/10.1016/S0264-8172(98)00025-7Get rights and content

Abstract

The manner in which sediments respond to burial and shear depends largely on the ease with which fluids can escape. Rapid increase of overburden pressure or shear prevents efficient dewatering and can lead to the generation of excess pore fluid pressures. A principal control on the development of overpressure and hence mechanical strength is the sediments permeability. Observations from modern plate-margin accretionary prisms indicate that many faults are associated with both overpressuring and efficient fluid flow that operates in pulses, indicative of permeability that is constantly changing. We present the results of laboratory experiments exploring how the permeability of sediment retrieved from the Barbados accretionary prism and laboratory analogues varies with progressive strain. Volume changes are linked to permeability fluctuations and the drainage capacity of the material. We investigate the importance of the previous stress history imparted on the sediment and quantify the extent to which different deformation structures can acts as conduits for fluid flow under conditions of fluctuating effective stress. Material that has been initially consolidated and then subjected to reduction of effective stress, either by raised fluid pressure, or reduction of load (inducing overconsolidation) dilates during shear zone formation and displays an increase in permeability during strain. Shear fabrics can localise flow further where the principal mode of deformation is intensely localised and brittle, and effective stress approaches zero. Conversely, normally consolidated sediments deform by bulk volume loss without generating discrete fabrics, and hence do not enhance flow under reduced effective stress conditions. Permeability can increase during strain by up to one order of magnitude when deformation results in sudden porosity collapse and pore water expulsion. Microstructural analysis and permeability testing before, during, and after shear have helped constrain the principal factors that control the evolution of flow conduits in fine-grained low permeability sediments.

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      Similar textural change within clay sediments is commonly known in case of the normal consolidation series in the ordinary deep sea (Kawamura and Ogawa, 2004), but the scaly clay is dominant as sheared clay along the décollement zones in the accretionary prisms that characterize the plate subduction boundaries below the offscraped sediments above underplated oceanic sediments (Moore, 1989; Ogawa, 1993; Labaume et al., 1997; Bolton and Maltman, 1998; Bolton et al., 1998; Takizawa and Ogawa, 1999; Vannucchi et al., 2003). Using permeability controlling clay experiments, Bolton and Maltman (1998) and Bolton et al. (1998) explain the scaly clay textural change in accordance with the change of pore-fluid pressure and consolidation history under constant depth conditions as they apply to the samples from the décollement zone at the edge of the Barbados accretionary prism. As they explained, in one case after the first normal consolidation stage, when only the volume loss without strong shear, then the ductile flow occurs with shear under undrained condition, after that due to the resultant permeability reduction during consolidation with pore space loss, effective stress is reduced to suffer further shear with brittle overprint.

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