Volume changes in sandstone under true triaxial compression conditions

10th ISRM Congress

Volumn , Issue , 2003, Pages 683-688

  Kwasniewski, M ^a   Takahashi, M ^b   Li, X ^c  

^a SILESIAN UNIVERSITY OF TECHNOLOGY   (Poland)

^b NATIONAL INSTITUTE OF ADVANCED INDUSTRIAL SCIENCE AND TECHNOLOGY AIST   (Japan)

^c RESEARCH INSTITUTE OF INNOVATIVE TECHNOLOGY FOR THE EARTH   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

ACOUSTICS; COMPRESSION TESTING; ROCK PRESSURE; SANDSTONE;

CONFINING PRESSURES; CONVENTIONAL TRIAXIAL COMPRESSION; INTERMEDIATE PRINCIPAL STRESS; INTERMEDIATE STRESS; MEDIUM-GRAINED SANDSTONES; PEAK DIFFERENTIAL STRESS; UNI-AXIAL COMPRESSION; UPPER SILESIAN COAL BASINS;

ROCK MECHANICS;

EID: 85057764616     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (11)

1. BRACE, W.F., B.W. PAULDING (Jr.) and C. SCHOLZ, Dilatancy in the fracture of crystalline rocks. J. Geophys. Res., Vol. 71, 3939-3953, 1966.
2. CHANG, C. And B. HAIMSON, True triaxial strength and deformability of the German Continental Deep Drilling Program (KTB) deep hole amphibolite. J. Geophys. Res., Vol. 105, No. B8, 18,999-19,013, 2000.
3. HAIMSON, B. And C. CHANG, A new true triaxial cell for testing mechanical properties of rock, and its use to determine rock strength and deformability of Westerly granite. Int. J. Rock Mech. Min. Sci., Vol. 37, 285-296, 2000.
4. MOGI, K., Effect of the triaxial stress system on rock failure. Rock Mechanics in Japan, Vol. I, 53-55, 1970.
5. MOGI, K., Effect of the triaxial stress system on the failure of dolomite and limestone. Tectonophysics, Vol. 11, 111-127, 1971a.
6. MOGI, K., Fracture and flow of rocks under high triaxial compression. J. Geophys. Res., Vol. 76, 1255-1269, 1971b.
7. MOGI, K., Effect of the triaxial stress system on fracture and flow of rocks. Phys. Earth. Planet. Inter., Vol. 5, 318-324, 1972.
8. MOGI, K., Dilatancy of rocks under general triaxial stress states with special reference to earthquake precursors. J. Phys. Earth, Vol. 25, Suppl., S 203-S 217, 1977.
9. PATERSON, M.S., Experimental Rock Deformation-The Brittle Field. Springer-Verlag, Berlin Heidelberg New York 1978 (Chapter 7.2.2).
10. TAKAHASHI, M., Fundamental Study of Mechanical Characteristics of Rocks under Combined Stress Conditions. Doctoral Thesis, Hokkaido University, Sapporo 1984.
11. TAKAHASHI, M. And H. KOIDE, Effect of the intermediate principal stress on strength and deformation behavior of sedimentary rocks at the depth shallower than 2000 m. In V. Maury and D. Fourmaintraux (eds), Rock at Great Depth, Vol. 1, pp. 19-26. Balkema, Rotterdam 1989.