Shannon Hsien-Heng Lee This email address is being protected from spambots. You need JavaScript enabled to view it.¹, Jin-Hwa Huang¹, Budijanto Widjaja² and Der-Wen Chang³

¹Department of Construction Engineering, National Taiwan University of Science and Technology, Taipei, Taiwan 106, R.O.C.
²Department of Civil Engineering, Parahyangan Catholic University, Bandung 40141, Indonesia
³Department of Civil Engineering, Tamkang University, Tamsui, Taiwan 251, R.O.C.

REFERENCES

1. [1] Hazen, A., “Hydraulic-Fill Dams,” Transactions of the ASCE, pp. 17131745 (1920).
2. [2] Kumar, K., Basic Geotechnical Earthquake Engineering, New Age International (P) Ltd. Publishers, p. 62 (2008).
3. [3] Casagrande, A., “Characteristics of Cohesionless Soils Affecting the Stability of Slopes and Earth Fills,” Journal of the Boston Society of Civil Engineers, Vol. 23, No. 1, pp. 1332 (1936). (Reprinted in Contributions to Soil Mechanics, 1925 to 1940, Boston Society of Civil Engineers, Oct., 1940.)
4. [4] New York State Department of Transportation (NY DOT), Geotechnical Design Procedure: Liquefaction Potential of Cohensionless Soils, GDP-9, Revision #2, Geotechnical Engineering Bureau, April, p. 7 (2007).
5. [5] Casagrande, A., “Role of the ‘Calculated Risk’ in Earth Work and Foundation Engineering,” ASCE, J. of Soil Mechanics, Vol. 91, No. SM4, pp. 140 (1965).
6. [6] Seed, H. B. and Lee, K. L., “Liquefaction of Saturated Sands during Cyclic Loading,” Journal of SMFD, ASCE, Vol. 92, No. SM6, Nov., pp. 105134 (1966).
7. [7] Casagrande, A., “Liquefaction and Cyclic Deformation of Sands - A Vritical Review,” Proceeding, 5th Pan American Conference on Soil Mechanics and Foundation Engineering, Buenos Aires, 1975. (Also published as Harvard Soil Mechanics Series, No. 88, Cambridge, p. 51.)
8. [8] Casagrande, A., “Liquefaction and Cyclic Deformation of Sands - A Critical Review,” Harvard Soi1 Mechanics Series No. 88, Cambridge, Mass (1976).
9. [9] Committee on Soil Dynamics of the Geotechnical Division, “Definition of Terms Related to Liquefaction,” Journal of the Geotechnical Engineering Division, ASeE, Vol. 104, No. GT9, pp. 11971200 (1978).
10. [10] Seed, H. B., “Soil Liquefaction and Cyclic Mobility Evaluation for Level Ground during Earthquakes,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 105, No. GT2 (1979).
11. [11] Iwasaki, T., Arakawa, T. and Tokida, K. “Simplified Procedures for Assessing Soil Liquefaction During Earthquakes,” Soil Dynamics and Earthquake Engineering Conference Southampton, pp. 925939 (1982).
12. [12] State Capital Construction Commission of PROC, “Earthquake-Resistant Design Code for Industrial and Civil Buildings,” TJ-74, China Building Publishing House, Peking, China, Dec. 1, (1974) (in Chinese).
13. [13] Seed, H. B., Lee, K. L., Idriss, I. M. and Makdisi, F. I., “The Slides in the San Fernando Dams during the Earthquake of February 9, 1971,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 101, No. GT7 (1975).
14. [14] Youd, T. L., Idriss, I. M., Andrus, R. D., Arango, I., Castro, G., Christian, J. T., Dobry, R., Liam Finn, W. D., Harder Jr. L. F., Hynes, M. E., Ishihara, K., Koester, J. P., Liao, S. C., Marcuson III, W. F., Martin, G. R., Mitchell, J. K., Moriwaki, Y., Power, M. S., Robertson, P. K., Seed, R. B. and Stokoe II. K. H., “Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 127, No. 10, pp. 817833 (2001).
15. [15] Japan Road Association, Specification and Interpretation of Bridge Design for Roadway Part V. Resilient Design (1996).
16. [16] Bray, J. D. and Sancio, R. B., “Assessment of the Liquefaction Susceptibility of Fine-Grained Soils,” Journal of Geotechnical and Geoenviromental Engineering, ASCE, Vol. 132, No. SM 9, pp. 11651177 (2006).
17. [17] Chu, D. B., Stewart, J. P., Boulanger, R. W. and Lin, P. S., “Cyclic Softening of Low-Plasticity Clay and Its Effect on Seismic Foundation Performance,” Journal of Geotechnical and Geoenviromental Engineering, ASCE, pp. 15951608 (2008).
18. [18] Atterberg, A., “The Behavior of Clays with Water, Their Limits of Plasticity and Their Degrees of Plasticity,” Internationale Mitteilungen fur Bodenkunde, Vol. 1, pp. 1043 (1911). (in German)
19. [19] Casagrande, A. “Research on the Atterberg Limits of Soils,” Public Roads, Vol. 13, No. 8, pp. 121136 (1932).
20. [20] Seed, H. B. and Idriss, I. M., “Simplified Procedure for Evaluating Soil Liquefaction Potential,” Journal of the Soil Mechanics and Foundations Division, Vol. 97, No. 9, pp. 12491273 (1971).
21. [21] Lee, H. H. and Lee, C. H., “The Liquefaction Potential Map of Taipei Basin,” Research Report GT94003, National Taiwan University of Science and Technology, Taipei (1994).
22. [22] Seed, H. B., Yokimatsu, K., Harder, L. F. and Chung, R. M., “Influence of SPT Procedures in Soil Liquefaction Resistance Evaluation,” Journal of Geotechnical Engineering, ASCE, Vol. 111, No. 12, pp. 1425 1445 (1985).
23. [23] Tokimatsu, K. and Yoshimi, Y., “Empirical Correlation of Soil Liquefaction Based SPT N-Value and Fines Content,” Soils and Foundations, JSSMFE, Vol. 23, No. 4, pp. 5674 (1983).
24. [24] Shi, Z., Formula for Identifying Liquefiability of Clay Sands (1984).
25. [25] Hsieh, C. P., “Modification about the Specification of Liquefaction Potential Estimation,” Journal of Earthquake Engineering and Vibration Engineering, Vol. 4, No. 2, China. (in Chinese)
26. [26] Japan Road Association, Specification and Interpretation of Bridge Design for Roadway Part V. Resilient Design (1990).
27. [27] Lee, H. H. and Huang, J. H., “Analysis of Liquefaction Potential Influence Factors with Neuron Network,” The 12th Conference on Current Researches in Geotechnical Engineering in Taiwan, Chi-Tou, pp. 2931 (2007).
28. [28] Terzaghi, K., Theoritical Soil Mechanics, John Wiley & Sons, New York (1943).
29. [29] Lee, H. H. and Widjaja, B., “Deriving Viscosity by Interpreting the Displacement Profile for Describing Mudflow Behavior,” Proceedings of Chinese Soil and Water Conservation Society (CSWCS) Annual Convention & Conference, Dec. 5, NCHU, Taichung, pp. II-2-p1-7 (2011).
30. [30] O’Brien, J. S. and Julien, P. Y. “Laboratory Analysis of Mudflow Properties,” J. Hydraul. Eng., Vol. 114, pp. 877887 (1988).