Preparation and cyclic testing of partially saturated sands

Geotechnical Special Publication

Volumn , Issue 147, 2006, Pages 508-518

  Yegian, M K ^a   Eseller, E ^b   Alshawabkeh, A ^a  

^a Northeastern University   (United States)

^b NORTHEASTERN UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CYCLIC LOADS; ELECTROLYSIS; LIQUEFACTION; RESEARCH AND DEVELOPMENT MANAGEMENT; SHEAR STRENGTH;

HYDROGEN GASES; PARTIAL SATURATION; SATURATED SANDS;

SAND;

EID: 33845521860     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40802(189)38     Document Type: Conference Paper

References (8)

1. Ali, S. (2003). "Experimental Setup and Procedures for the Preparation and Cyclic Testing of Air Entrapped Sand." Master's Report, Northeastern University, Boston MA.
2. Chaney, R. (1978). "Saturation effects on the cyclic strength of sands." Earthquake Engineering and Soil Dynamics, Vol.1, pp.342-358.
3. Eseller, E. E. (2004). "Induced Partial Saturation for Liquefaction Mitigation." Master's Thesis, Department of Civil and Environmental Engineering, Northeastern University, Boston, MA, August.
4. Holtz, D. R., Kovacs, W. D., (1981) "An Introduction to Geotechnical Engineering" Prentice-Hall Civil Engineering and Engineering Mechanics Series, New Jersey
5. Hong, X., and Ting, H. (1991). "Effects of saturation and back pressure on sand liquefaction." J. Geotech. Eng, 117(9).
6. Ishihara, K., Tsukamoto, Y., Nakazawa, H., Kamada, K., and Huang, Y. (2002). "Resistance of partly saturated sand to liquefaction with reference to longitudinal and shear wave velocities." Journal of Soils and Foundations, JGS, Vol.42, No.6, p.93-105
7. Yang, J., Savidis, S., Sato, T., Li, X.S. (2003). "Influence of Vertical Acceleration on Soil Liquefaction: New Findings and Implications." Proceedings of Soil and Rock America 2003, Cambridge, Massachusetts, Volume 1, June
8. Yoshimi, Y., Yanaka, K., and Tokimatsu, K., (1989). "Liquefaction resistance of a partially saturated sand." Journal of Soils and Foundations, Vol.29, No.2, pp157-162.