1. Chang N. Y. (1990). “Influence of fines content and plasticity on earthquake-induced soil liquefaction.” Rep. Contract No. DOCW3988-C-0078 U.S. Army Engineer Waterways Experiment Station Vicksburg Miss.
2. El Hosri M. S. Biarez H. Hicher P. Y. (1984). “Liquefaction characteristics of silty clay.” Proc. 8th World Conf. on Earthquake Engrg. Prentice-Hall Englewood Cliffs N.J. 3 277–284.
3. Ishihara K. and Koseki J. (1989). “Cyclic shear strength of fines-containing sands.” Earthquake and Geotech. Engrg. Japanese Society of Soil Mechanics and Foundation Engineering Tokyo 101–106.
4. Koester J. P. (1993). “Effects of fines type and content on liquefaction potential of low-to-medium plasticity fine-grained soils.” Proc. 1993 Nat. Earthquake Conf. Central United States Earthquake Consortium Memphis Tenn. 1 67–75.
5. National Research Council. (1985). “Liquefaction of soils during earthquakes.” Rep. No. CETS-EE-001 National Academy Press Washington D.C.