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DIFFERENTIAL COMPRESSIVE STRESS
DILATANCY IN WESTERLY GRANITE UNDER
14 other sections not shown
axial load axial strain axial stress Bandera sandstone bars of confining bedding planes behavior Berea sandstone flow Brace Coconino sandstone confining pres constant crushed Westerly granite decrease in permeability deformation determine differential compressive stress differential stress dilatant microcracks Doctor of Philosophy earthquake effective confining pressure effective stress elastic experimental ferential stress Figures 30 fluid flow function of axial function of differential function of effective grain boundary grain crushing granular material hydrostatic confining pressure hydrostatic pressure in-situ kaolinite Massillon sandstone maximum compression measuring permeability microcrack dilatancy occurred onset of dilatancy Ottawa sand permea permeability and pore permeability changes Permeability of Berea permeability results pore fluid pore pressure pore pressure gradient pore volume changes pore volume strain porosity presented in Figure pressure and confining pressure and pore quartz rock sand in triaxial Somerton strain gauges strain loops stress-axial strain curves triaxial compression void ratio volumetric strain