Time-dependent strength behavior of soil-bentonite slurry wall backfill

Geotechnical Special Publication

Volumn , Issue 130-142, 2005, Pages 3779-3787

  Evans, Jeffrey ^a   Ryan, Christopher ^b  

^a BUCKNELL UNIVERSITY   (United States)

^b Geo Solutions Inc   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BENTONITE; CONTAMINATION; CREEP; GROUNDWATER; MECHANICAL PERMEABILITY; SHEAR STRENGTH; SLURRIES; STRENGTH OF MATERIALS;

BACKFILL PLACEMENTS; SLUMP TESTING; SOIL BENTONITE SLURRY TRENCH CUTOFF WALLS; TIME RELATED STRENGTH GAIN;

WALLS (STRUCTURAL PARTITIONS);

EID: 17044402109     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (8)

1. Baxter, D. Y., Flz, G. M. and Heslin, G. M. (2005) "Strength and Compressibility of Soil-Bentonite Proceedings" ASCE Specialty Conference: Geo-Frontiers, Austin, TX.
2. Evans, J. C. Costa, M. and Cooley, B., (1995) "The State of Stress is Soil-Bentonite Slurry Trench Cutoff Walls," ASCE Specialty Conference on Characterization, Containment, Remediation and Performance in Environmental Geotechnics, The Geoenvironment 2000, ASCE Geotechnical Special Publication No. 46, February, 1995.
3. Filz, G.M., (2003) personal communication.
4. nd Int. Congress on Environmental Geotechnics, Bulkema, 497-502.
5. Leonards, G. A. and Altshaeffl, A. G. (1964) "Compressibility of Clay," Journal of the Soil Mechanics and Foundation Engineering Division, ASCE, Vo. 90, No. SM 5, pp. 133-156.
6. Leonards, G. A. and Ramiah, B. K. (1959) "Time effects in the consolidation of clay," Special Technical Publication N. 254, ASTM, pp. 116 to 130.
7. Mitchell, J. K. (1993) Fundamentals of Soil Behavior, Second Edition, John Wiley and Sons, Inc., NY, NY.
8. Yeo, S. Y., Shackelford, C. D., and Evans, J. C. (2004) "Consolidation and hydraulic conductivity of nine model soil-bentonite backfills," submitted to Journal of Geotechnical and Geoenvironmental Engineering, ASCE (under review).