By G. V.; Wolf, K. H. Chilingarian
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Extra info for Compaction of Coarse-grained Sediments, I
2-1. Various stress conditions and concepts. A. Triaxial loading (two out of three principal stresses are equal: p x = p y # p t ) . B. Hydrostatic loading (three principal stresses are equal: p x = p y = p z ) . C. Uniaxial loading (force is perpendicular to one face of the cube, whereas the four faces perpendicular to this face are kept stationary). D. Total weight of sediment (sp. gr. 6) saturated with pore fluid (sp. gr. 27 Ib/ftz. E. 4 lb), which acts upwards and is equal to the weight of displaced fluid.
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Annu. Stud. , April, Univ. , Berkeley, Presented Pap. , 1904. On the classification of sedimentary rocks. A m . , 33: 331- 340. Graton, L. C. and Frazer, H. , 1935. Systematic packing of spheres - with particular relation to porosity and permeability. J. , 43: 785-909. Griffiths, J. , 1967. Scientific Method in Analysis o f Sediments. , 508 pp. Hall, H. , 1953. Compressibility of reservoir rocks. Tmns A m . Znst. , 198: 309-311. Howell, J. , 1922. Notes on pre-Permian Paleozoics of the Wichita Mountain area.