Shear Banding in a Sedimentary Soft Mudstone Subjected to Plane Strain Compression

Geotechnical Testing Journal

Volumn 22, Issue 1, 1999, Pages 67-79

  Hayano, K ^a   Maeshiro, T ^c   Tatsuoka, F ^b   Sato, T ^a   Wang, L ^c   Kodaka, T ^c  

^a INSTITUTE OF INDUSTRIAL SCIENCE   (Japan)

^b UNIVERSITY OF TOKYO   (Japan)

^c NONE

Author keywords

Dilatancy; Local deformation measurements; Plane strain compression; Sedimentary soft mudstone; Shear band; Shear deformation

Indexed keywords

COMPRESSION TESTING; RESIDUAL STRESSES; SEDIMENTARY ROCKS; SEDIMENTOLOGY; SHEAR BANDS; SHEAR DEFORMATION;

DEFORMATION CHARACTERISTICS; DILATANCY; LATERAL DEFORMATION; LOCAL DEFORMATION MEASUREMENTS; PLANE STRAIN COMPRESSION; RESIDUAL STRESS STATE; SEDIMENTARY SOFT MUDSTONE; TRI-AXIAL COMPRESSION TESTS;

STRAIN;

EID: 0043263545     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: 10.1520/gtj11317j     Document Type: Article

References (14)

1. Drescher, A., Vadourlakis, I., and Han, C., 1990, "A Biaxial Apparatus for Testing Soils," Geotechnical Engineering Journal, ASTM, Vol. 13, No. 3, pp. 226-234.
2. Friedman, M. and Logan, J. M., 1973, "Luders Bands in Experimentally Deformed Sandstone and Limestone," Bulletin of the Geologic Society of America, Vol. 84, pp. 1465-1476.
3. Goto, S., Tatsuoka, F., Shibuya, S., Kim, Y. S., and Sato, T., 1991, "A Simple Gauge for Local Strain Measurements in the Laboratory," Soils and Foundations, Vol. 31, No. 1, pp. 169-180.
4. Kim, Y.-S., Tatsuoka, F., and Ochi, K., 1994, "Deformation Characteristics at Small Strains of Sedimentary Softrocks by Triaxial Compression Tests," Géotechnique, Vol. 44, No. 3, pp. 461-478.
5. Shibuya, S., Park, C.-S., Tatsuoka, F , Abe, F., Teachavorasinskun, S., Kohata, Y., and Sato, T., 1994, "The Significance of Local Lateral-Strain Measurement of Soil Specimens for a Wide Range of Strain," Soils and Foundations, Vol. 34, No. 2, pp. 95-105.
6. Tatsuoka, F., Molenkamp, F., Torii, T., and Hino, T., 1984, "Behavior of Lubrication Layers of Platens in Element Tests," Soils and Foundations, Vol. 24, No. 1, pp. 113-128.
7. Tatsuoka, F., Sakamoto, M., Kawamura, T., and Fukushima, S., 1986a, "Strength and Deformation Characteristics of Sand in Plane Strain Compression at Extremely Low Pressures," Soils and Foundations, Vol. 26, No. 1, pp. 65-85.
8. Tatsuoka, F., Goto, S., and Sakamoto, M., 1986b, "Effects of Some Factors on Strength and Deformation Characteristics of Sand at Low Pressures," Soils and Foundations, Vol. 26, No. 1, pp. 105-114.
9. Tatsuoka, F., Sato, T., Park, C.-S., Kim, Y.-S., Mukabi, J. N., and Kohata, Y., 1994, "Measurements of Elastic Properties of Geomaterials in Laboratory Compression Tests," Geotechnical Testing Journal, ASTM, Vol. 17, No. 1, pp. 80-94.
10. Tatsuoka, F. and Kim, Y.-S., 1995, "Deformation of Shear Zone in Sedimentary Soft Rock Observed in Triaxial Compression," Localisation and Bifurcation Theory for Soils and Rocks, Chambon et al., Eds., Balkema, Rotterdam, pp. 181-187.
11. Tatsuoka, F., Ochi, K., Tsubouchi, T., Kohata, Y., and Wang, L. 1997, "Sagamihara Experimental Underground Excavations in Sedimentary Softrock," Geotechnical Engineering, Proceedings, Institution of Civil Engineers, Vol. 125, July, pp. 1-18.
12. Wawersik, W. R. and Fairhurst, C., 1970, "A Study of Brittle Rock Fracture in Laboratory Compression Experiments," International Journal of Rock Mechanics and Mining Science, Vol. 7, pp. 561-575.
13. Yoshida, T., Tatsuoka, F., Siddiquee, M. S. A., and Kamegai, Y., 1995, "Shear Banding in Sands Observed in Plane Strain Compression," Localisation and Bifurcation Theory for Soils and Rocks, Chambon et al., Eds., Balkema, Rotterdam, pp. 165-179.
14. Yoshida, T. and Tatsuoka, F., 1997, "Deformation Property of Shear Band in Sand Subjected to Plane Strain Compression and Its Relation to Particle Characteristics," Proceedings, 14th ICSMFE, Hamburg, Vol. 1, pp. 237-240.