Effect of post-compaction ageing on seismic compression of fine-grained soils

Geotechnical Special Publication

Volumn , Issue 152, 2006, Pages 411-416

  Duku, P M ^a   Stewart, J P ^a   Whang, D H ^b  

^a UNIVERSITY OF CALIFORNIA   (United States)

^b UNIVERSITY OF AUCKLAND   (New Zealand)

Author keywords

[No Author keywords available]

Indexed keywords

AGING OF MATERIALS; COMPACTION; PLASTICITY; SEISMOLOGY; SHEAR STRAIN; EARTHQUAKES; SHEAR FLOW; SOILS; STRAIN;

CYCLIC SHEARING; FINE-GRAINED SOILS; SEISMIC COMPRESSION; VOLUMETRIC STRAINS;

SILT; COMPACTION;

AGEING EFFECTS; COMPRESSION BEHAVIOURS; CYCLIC SHEARING; CYCLIC SIMPLE SHEAR; FINE-GRAINED SOILS; SEISMIC COMPRESSION; SIMPLE SHEAR TEST; UNSATURATED SOIL; VERTICAL STRAIN; VOLUMETRIC STRAIN;

EID: 35448947299     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40864(196)55     Document Type: Conference Paper

References (4)

1. Silver, M. L. and Seed, H. B. (1971) "Volume changes in sand due to cyclic loading," J. Soil Mech. and Foundations Div., ASCE 97 (9), 1171-1182.
2. Whang, D.H., Moyneur, M.S., Duku, P., and Stewart, J.P. (2005). "Seismic compression behavior of nonplastic silty sands," in Proceedings of an International Symposium on Advanced Experimental Unsaturated Soil Mechanics, A. Tarantino, E. Romero, and Y.J. Cui (eds.), Trento, Italy, June 27-29, A.A. Balkema Publishers, pp 257-263.
3. Whang, D.H., Stewart, J.P., Venugopal, R, and Duku, P.M. (2005). "Digitally controlled simple shear apparatus for dynamic soil testing," Geotechnical Testing Journal, ASTM (in review).
4. Whang, D.H., Stewart, J.P., and Bray, J.D. (2004). "Effect of compaction conditions on the seismic compression of compacted fill soils." Geotechnical Testing Journal, ASTM, 27 (4), 371-379.