Evaluating liquefaction strength of partially saturated sand

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 130, Issue 9, 2004, Pages 975-979

  Yang, Jun ^a   Savidis, Stavros ^b   Roemer, Matthias ^b  

^a UNIVERSITY OF HONG KONG   (Hong Kong)

^b TECHNISCHE UNIVERSITÄT BERLIN   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

COMPACTION; CORRELATION METHODS; LIQUEFACTION; PORE PRESSURE; STRENGTH OF MATERIALS; VELOCITY MEASUREMENT;

COMPRESSION WAVE VELOCITY; LIQUEFACTION STRENGTH;

SAND;

EARTHQUAKE ENGINEERING; LIQUEFACTION; SAND; SEISMIC RESPONSE; STRENGTH;

EID: 4444334024     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)1090-0241(2004)130:9(975)     Document Type: Article

References (12)

1. Chaney, R. (1978). "Saturation effects on the cyclic strength of sand." Proc., ASCE Special Conference on Earthquake Engineering and Soil Dynamics, New York, 342-359.
2. Ishihara, K., Tsuchiya, H., Huang, Y., and Kamada, K. (2001). "Recent studies on liquefaction resistance of sand: Effect of saturation." Proc., 4th Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego.
3. Lings, M. L., and Greening, R D. (2001). "A novel bender/extender element for soil testing." Geotechnique, 51, 713-717.
4. Nakagawa, K., Soga, K., and Mitchell, J. K. (1996). "Pulse transmission system for measuring wave propagation in soils." J. Geotech. Eng., 122(4), 302-308.
5. Richart, F. E., Jr., Hall, J. R., Jr., and Woods, R. D. (1970). Vibrations of soils and foundations, Prentice-Hall, Englewood Cliffs, N.J.
6. Sherif, M. A., Tsuchiya, C., and Ishibashi, I. (1977). "Saturation effect on initial soil liquefaction." J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 103(8), 914-917.
7. Skempton, A. W. (1954). "The pore-pressure coefficients A and B." Geotechnique, 4, 143-147.
8. Xia, H., and Hu, T. (1991). "Effects of saturation and back pressure on sand liquefaction." J. Geotech. Eng., 117(9), 1347-1362.
9. Yang, J. (2002). "Liquefaction resistance of sand in relation to P-wave velocity." Geotechnique, 52, 295-298.
10. Yang, J., and Sato, T. (2000). "Interpretation of seismic vertical amplification at an array site." Bull. Seismol. Soc. Am., 90, 275-285.
11. Yang, J., and Sato, T. (2001). "Analytical study of saturation effects on seismic vertical amplification of a soil layer." Geotechnique, 51, 161-165.
12. Yoshimi, Y., Tanaka, K., and Tokimatsu, K. (1989). "Liquefaction resistance of a partially saturated sand." Soils Found., 29,