An experimental investigation for relationship between physicohemical and acoustic properties of pure kaolinite and Pierre shale

1996 SEG Annual Meeting

Volumn , Issue , 1996, Pages 1695-1698

  Mese, Ali I ^a   Tutuncu, Azra N ^b  

^a Wesport Technology Center International   (United States)

^b STANFORD UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ACOUSTIC PROPERTIES; KAOLINITE; PHYSICOCHEMICAL PROPERTIES; SANDSTONE; SHEAR FLOW; SHEAR WAVES; SWELLING; VELOCITY;

ATMOSPHERIC CONDITIONS; CHEMICAL INTERACTIONS; COMPRESSIONAL VELOCITIES; EXPERIMENTAL INVESTIGATIONS; HYDROSTATIC STRESS STATE; PHYSICOCHEMICAL BEHAVIORS; SHEAR WAVE VELOCITY; SWELLING PRESSURES;

SHALE;

EID: 85051537913     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1190/1.1826455     Document Type: Conference Paper

References (9)

1. Mese A.I., 1988a, Experimental methods for classification of clay minerals by their volume expansions, swelling pressures and surface areas, Master of Science in Engineering Thesis, University of Texas at Austin, August 1988.
2. 1988b, A comparative study of axial expansions, specific surface areas and swelling pressures of selected clays and shales, unpublished CESE report, UT Austin.
3. , 1995, Effects of Water Content and Stress State on the Mechanical and Chemical Properties of Shale, Ph.D. Dissertation, The University of Texas at Austin, December 1995.
4. Rich C.I. and Kunze G.W., 1964, Soil clay mineralogy, A symposium Univ. North Carolina Press, Chapel Hill.
5. Roehl E.A. and Hackett J.L., 1982, A laboratory technique for screening shale swelling inhibitors, SPE paper no. 1117.
6. Tosaya C.A., 1982, Acoustical properties of clay bearing rocks, Ph.D. dissertation, Stanford University, June 1982.
7. Tutuncu A.N. and Sharma M.M., 1992, Influence of fluids on grain contact stiffness and frame moduli in sedimentary rocks, Geophysics, V.57, pp 1571-1582.
8. Yin H., 1992, Acoustic velocity and attenuation of rocks: isotropy, intrinsic anisotropy and stress induced anisotropy, Ph.D. dissertation, Stanford University, December 1992.
9. Yin H., Nur A. and Mavko G., 1993, Critical porosity: A physical boundary in poroelasticity, Int. J. Rock Mech. Min. Sci. Geomech. Abstr., V. 30, pp. 805-808.