Mechanical characteristics of rock salt determined using the absolute triaxial testing (ATT) machine

True Triaxial Testing of Rocks

Volumn , Issue , 2012, Pages 181-192

  Sakurai, S ^a   Serata, S ^b  

^a KOBE UNIVERSITY   (Japan)

^b Serata Geomechanics   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 84898017228     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1201/b12705     Document Type: Chapter

References (8)

1. Adachi, T., Serata, S. & Sakurai, S. 1969. Determination of underground stress field based on inelastic properties of rocks. Proc. 11th U.S. Symposium on Rock Mechanics held at The University of California, Berkeley, pp. 293-328.
2. Akai, K. & Mori, H. 1967. Study on the failure mechanism of a sandstone under combined compressive stresses. Proceedings of Japan Society of Civil Engineers, No. 147, pp. 11-24. (in Japanese).
3. Mogi, K. 1971. Fracture and flow of rocks under high triaxial compression. J. Geophys. Res. 76: 1255-1269.
4. Mogi, K. 2006. Experimental Rock Mechanics. Leiden: Taylor & Francis/Balkema, p. 361.
5. Nadai, A. 1950. Theory of Flow and Fracture of Solids. New York: McGraw-Hill, p. 225.
6. Sakurai, S. & Serata, S. 1967. Mechanical properties of rock salt under three dimensional loading conditions. Proc. Japan Congress Test. Mater. 10: 139-142.
7. Sakurai, S. 1968. Failure criterion of rock under static loading. Journal of the Society of Materials Science, Japan 17(181): 876-881. (in Japanese).
8. Serata, S., Sakurai, S. & Adachi, T. 1968. Theory of aggregate rock behavior based on absolute threedimensional testing (ATT) of rock salt. Proc. 10th U.S. Symposium on Rock Mechanics held at The University of Texas at Austin, Texas, pp. 431-473.