Liquefaction characteristics of silts

Geotechnical and Geological Engineering

Volumn 14, Issue 1, 1996, Pages 1-19

  Singh, S ^a  

^a Santa Clara University   (United States)

Author keywords

Effects of fines on liquefaction; Liquefaction; Reconstituted samples; Sand; Silts; Undisturbed samples

Indexed keywords

CYCLICAL TRIAXIAL LOAD TESTING; LIQUEFACTION; SAND; SILT; SOIL MECHANICS;

DEFORMATION; LIQUEFACTION; LOAD TESTING; SAND;

PORE WATER PRESSURE ACCUMULATION; RECONSTITUTED TRIAXIAL SAMPLES; SILTY SANDS; UNDISTURBED SAMPLES;

SILT;

EID: 0029668582     PISSN: 09603182     EISSN: None     Source Type: Journal    
DOI: 10.1007/BF00431231     Document Type: Article

References (17)

1. Chang, N.Y., Yeh, S.I. and Kaufman, L.P. (1982) Liquefaction potential of clean and silty sands, in Proceedings of Third International Earthquake Microzonation Conference, Seattle, Washington, Vol. II, pp. 1017-32.
2. Dames and Moore (1975) Outfall Diffuser and Dike Stability Studies, Valdez Terminal, D&M Project 8354-059-20.
3. Dames and Moore (1980) Laboratory Dynamic Soil Testing, Prez Caldera No. 1 Tailings Dam, Chile, D&M Project 10438-003-03.
4. Dames and Moore (1982) Geotechnical Studies, Klaune Lake Crossing, Robinson-Dames & Moore, Vancouver, British Columbia, Canada.
5. Donovan, N.C. and Singh, S. (1978) Liquefaction criteria for Trans-Alaska Pipeline, Journal of Geotechnical Engineering, 104, 447-62.
6. Finn, W.D.L., Bransby, L. and Pickering, D.J. (1970) Effect of strain history on liquefaction of sand, Journal of the Soil Mechanics and Foundation Division, ASCE, 96, No. SM6, Nov.
7. Finn, W.D.L. (1981) Liquefaction potential: development since 1976, in Proceedings of International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, University of Missouri, Rolla, Rolla Missouri, April 26-May 3, 1981, Vol. II, pp. 655-80.
8. Ishihara, K., Troncoso, J., Kawase, Y. and Takahashi, Y. (1980) Cyclic strength characteristics of tailings materials, Soils and Foundations, 20, 127-42.
9. Kuerbis, R., Nequssey, D. and Vaid, Y.P. (1988) Effect of gradation and fines content on the undrained response of sand, in Proceedings of the ASCE Geotechnical Division Specialty Conference on Hydraulic Fill Structures, Colorado State University, Fort Collins, Colorado, August.
10. Prakash, S. and Puri, V.K. (1982) Liquefaction of loessial soils, in Proceedings of the Third International Earthquake Microzonation Conference, Seattle, Washington, Vol. II, pp. 1101-7.
11. Mitchell, J.K. (1976) Fabric, minerology, analysis of Valdez Silt, a letter report to Sukhmander Singh from Professor J.K. Mitchell, University of California, Berkeley, February, 1976.
12. Seed, H.B. and Lee, K.L. (1966) Liquefaction of saturated sands during cyclic loading, Journal of Soil Mechanics and Foundations, ASCE, 92, No. SM6, Proc. Paper 4972.
13. Seed, H.B., Tokimatsu, K., Harder, L.F. and Chung, R.M. (1985) Influence of SPT procedures in soil liquefaction resistance evaluations, Journal of Geotechnical Engineering Division of ASCE, III, No. 12, December.
14. Singh, S., Donovan, N.C. and Park, T. (1980) A re-examination of the effects of prior loading on liquefaction of sands, in Proceedings of the 7th World Conference on Earthquake Engineering, Istanbul, Turkey, August, 1980.
15. Tokimatsu, K. and Yoshimi, H. (1981) Field correlation of soil liquefaction with SPT and grain size, in Proceedings of the International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, St Louis, Missouri.
16. Tokimatsu, K and Yoshimi, Y. (1984) Criteria of soil liquefaction with SPT and fines content, in Proceedings of the 8th World Conference on Earthquake Engineering, San Francisco, California, July, Vol. III.
17. Zhaoji, S (1988) Study of Silt Liquefaction During Earthquakes, Institute of Engineering Mechanics, SSB Harbin, China.