--> Abstract: The Permeability of Faulted Sandstone Subjected to Variable Stress-states and Stress-paths, by Melodie French; #90183 (2013)
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The Previous HitPermeabilityNext Hit of Faulted Sandstone Subjected to Variable Stress-states and Stress-paths

Melodie French
Texas A&M University, Department of Geology and Geophysics, Center for Tectonophysics, College Station, TX, USA
[email protected]

The Previous HitpermeabilityNext Hit structure of faults can alter fluid pathways within oil and gas reservoirs. A fault can be either a conduit or barrier to flow and predicting the Previous HitpermeabilityNext Hit structure of faulted rock relies on assumptions about the relationship between Previous HitpermeabilityNext Hit and in-situ stresses. The stress history of the rock is not generally incorporated in flow predictions. The results of out experiments constrain the dependence of Previous HitpermeabilityNext Hit on stress-state and stress-path and will enable better modeling and prediction of the Previous HitpermeabilityNext Hit of faulted sedimentary rocks.

Most traditional triaxial deformation experiments are conducted by holding confining pressure constant and increasing the differential stress until failure. An end-member stress-path, important in active tectonic and basin settings, is that of increasing fluid pressure, which causes decreasing mean stress, constant differential stress, and eventually failure. I used a standard stress-path to induce faulting in porous (~7%), low-Previous HitpermeabilityNext Hit (10-3 mD) arkosic sandstone, which created a uniform starting Previous HitpermeabilityNext Hit and fault structure between samples. Once faulted, each sample underwent constant mean- or differential- stress loading away from and re-approaching the failure envelope and Previous HitpermeabilityNext Hit was measured at discrete stress-states using the transient pulse-decay method. Fault Previous HitpermeabilityNext Hit was measured and mapped in stress space relative to the empirical failure model. Preliminary results show that, at the scale of our sample, average mean stress and not proximity to failure is the first order control on rock Previous HitpermeabilityTop.

AAPG Search and Discovery Article #90183©2013 AAPG Foundation 2013 Grants-in-Aid Projects