Mechanical Compaction of Porous Sandstone
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[1] J. G. Arguello,et al. Reservoir Compaction, Surface Subsidence, and Casing Damage: A Geomechanics Approach to Mitigation and Reservoir Management , 1998 .
[2] E. Schulson,et al. Failure of columnar saline ice under biaxial compression: Failure envelopes and the brittle‐to‐ductile transition , 1995 .
[3] Beatriz Menéndez,et al. Micromechanics of brittle faulting and cataclastic flow in Berea sandstone , 1996 .
[4] R.M.M. Smits,et al. Prediction of abrupt reservoir compaction and surface subsidence caused by pore collapse in carbonates , 1988 .
[5] M. M. Carroll,et al. Shear stress enhancement of void compaction , 1979 .
[6] S. Nemat-Nasser,et al. Brittle failure in compression: splitting faulting and brittle-ductile transition , 1986, Philosophical Transactions of the Royal Society of London. Series A, Mathematical and Physical Sciences.
[7] E. Orowan. The Fatigue of Glass Under Stress , 1944, Nature.
[8] A. A. Griffith. The Phenomena of Rupture and Flow in Solids , 1921 .
[9] Lawrence W. Teufel,et al. Effect of Reservoir Depletion And Pore Pressure Drawdown On In Situ Stress And Deformation In the Ekofisk Field, North Sea , 1991 .
[10] E. Z. Lajtai,et al. The effect of water on the time-dependent deformation and fracture of a granite , 1987 .
[11] G. A. Cooper,et al. Indentation by pore collapse in porous rocks : Rock Mechanics Contributions and Challenges: Proc 31st US Symposium, Golden, 18–20 June 1990 P671–678. Publ Rotterdam: A A Balkema, 1990 , 1991 .
[12] D. Wood. Soil Behaviour and Critical State Soil Mechanics , 1991 .
[13] Teng-fong Wong,et al. Micromechanics of compressive failure and spatial evolution of anisotropic damage in Darley Dale sandstone , 2000 .
[14] T. R. Wilshaw,et al. The Hertzian fracture test , 1971 .
[15] Paul E. Senseny,et al. Non‐associative constitutive laws for low porosity rocks , 1983 .
[16] F. Dimaggio,et al. MATERIAL MODEL FOR GRANULAR SOILS , 1971 .
[17] T. Wong,et al. Micromechanics of pressure-induced grain crushing in porous rocks , 1990 .
[18] T. Wong,et al. Shear-enhanced compaction in sandstone under nominally dry and water-saturated conditions , 1997 .
[19] A. Schofield,et al. Critical State Soil Mechanics , 1968 .
[20] Teng-fong Wong,et al. Failure mode and weakening effect of water on sandstone , 2000 .
[21] Teng-fong Wong,et al. The transition from brittle faulting to cataclastic flow in porous sandstones: Mechanical deformation , 1997 .
[22] D. Stearns,et al. Tectonic Deformation of Wingate Sandstone, Colorado National Monument , 1982 .
[23] T. Wong,et al. Laboratory measurement of compaction-induced permeability change in porous rocks: Implications for the generation and maintenance of pore pressure excess in the crust , 1994 .
[24] Michael F. Ashby,et al. The damage mechanics of brittle solids in compression , 1990 .
[25] T. Wong,et al. Pressure-induced microcracking and grain crushing in berea and boise sandstones: acoustic emission and quantitative microscopy measurements , 1990 .
[26] Teng-fong Wong,et al. The transition from brittle faulting to cataclastic flow: Permeability evolution , 1997 .
[27] B. Atkinson,et al. 11 – EXPERIMENTAL FRACTURE MECHANICS DATA FOR ROCKS AND MINERALS , 1987 .
[28] E. Rutter. Experimental Rock Deformation—the Brittle Field , 1979 .
[29] E. T. Brown,et al. Yield of a soft, high porosity rock , 1985 .
[30] L. Teufel,et al. Pore Volume Changes Associated With Failure And Frictional Sliding Of A Porous Sandstone , 1979 .
[31] Teng-fong Wong,et al. Effect of Loading Path and Porosity on the Failure Mode of Porous Rocks , 1992 .
[33] W. F. Chen,et al. Soil Mechanics, Plasticity and Landslides , 1984 .
[34] John M Kemeny,et al. Micromechanics of Deformation in Rocks , 1991 .