Experimental determination of parameters for the barcelona basic model for a reconstituted kaolin

Geotechnical Special Publication

Volumn , Issue 147, 2006, Pages 2015-2026

  Slatter, E E ^a   Fityus, S G ^a   Smith, D W ^b  

^a UNIVERSITY OF NEWCASTLE   (Australia)

^b UNIVERSITY OF MELBOURNE   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

LOADS (FORCES); MATHEMATICAL MODELS; OSMOSIS; PARAMETER ESTIMATION; STIFFNESS; STRESSES;

BARCELONA BASIC MODELS; CELL WALL; OEDOMETERS; SUCTION CONTROL;

KAOLIN;

EID: 33845549422     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40802(189)170     Document Type: Conference Paper

References (5)

1. Alonso, E. E., Gens, A., and Josa, A. (1990). "A constituive model for partially saturated soils." Geotechnique, 40 (3), 405-430.
2. Burland, J. B. (1990). "On compressibility and shear strength of natural clays." Geotechinque, 40(3), 329-378.
3. Lloret, A., and Alonso, E. E. (1985). "State Surfaces for partially saturated soils." 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, 557-562.
4. Slatter, E. E., Jungnickel, C. A., Smith, D. W., and Allman, M. A. (2000). "Investigation of suction generation in apparatus employing osmotic methods." Unsat Asia, Singapore.
5. Slatter, E. E., Fityus, S. G., Smith, D. W. (2005)."Measuring lateral pressures during suction-controlled one-dimensional consolidation. ", Experus 2005,Trento.