1. Seed, H. B. and Idriss, I. M. (1971). “Simplified Procedure for Evaluation Soil Liquefaction Potential,” Journal of the Soil Mechanics and Foundations Division , ASCE, Vol. 97, No. SM9, pp. 1249-1273.
2. Seed, H. B. (1979). "Soil Liquefaction and Cyclic Mobility Evaluation for Level Ground During Earthquake," ASCE, Journal of the Geotechnical Engineering Division, Vol. 105, No. GT2, pp. 201-255.
3. Seed, H. B., Idriss, I. M. and Arago I. (1983). "Evaluation of Liquefaction Potential Using Field Performance Data," ASCE, Journal of the Geotechnical Engineering Division, Vol. 109, No. 3, pp. 458-482.
4. Seed, H. B. (1987). "Design Problems in Soil Liquefaction," Journal of Geotechnical Engineering, Division ASCE, Vol. 113, GT8, pp. 827-845.
5. Iwasaki, T., Tatsuoka, F. and Yasuda, S. (1978). “A Practical Method for Assessing Soil Liquefaction Potential Based on Case Studies at Various Sites in Japan,”Proceedings, Second International Conference Microzonation Safer Construction Research Application, Vol.2, pp. 885-896.
6. Iwasaki, T., Arakawa, T. and Tokida, K. (1982). ”Simplified Procedure for Assessing Soil Liquefaction during Earthquake,” Proceeding of the Conference on Soil Dynamics and Earthquake Engineering, Southampton, July 13-15, pp. 925-939.
7. 日本道路協會(1990),“道路橋示方書‧同解說,V耐震設計編”。
8. Tokimatsu, K. and Yoshimi, Y. (1983). "Empirical Correlation of Soil Liquefaction Based on SPT N-value and Fines Content," Soils and Foundations, JSSMFE, Vol. 23, No. 4, pp. 56-74.
9. 中華人民共和國國家標準(1989),“建築抗震設計規範GBJ11-89”,中國建築工業出版社,北京。
10. 日本道路協會(1996),“道路橋示方書‧同解說,V耐震設計編”。
11. Seed, H. B., Idriss, I. M. and Arango, I. (1983). "Evaluation of Liquefaction Potential Using Field Performance Data," ASCE, Journal of the Geotechnical Engineering Division, Vol. 109, No. 3, pp. 458-482.
12. Robertson, P. K., Campanella, R. G. and Wightman, A. (1983). ”SPT-CPT Corrections”, Journal of Geotechnical Engineering, ASCE, Vol. 109, pp. 1449-1459.
13. Shibata, T. and Teparaksa, W. (1988). "Evaluation of Liquefaction Potentials of Soils Using Cone Penetration Tests," Soils and Foundations, Vol. 28, No. 2, pp.49-60.
14. Tokimatsu, K. and Uchida, A. (1990). "Correlation between Liquefaction Resistance and Shear Wave Velocity," Soils and Foundation, Vol. 30, No. 2, pp. 33-42.
15. Tokimatsu, K. & Seed, H. B. (1987). ”Evaluation of Settlements in Sands Due To Earthquake Shaking. ” J. Geotech.Engrg., ASCE, 113, GT8, pp. 861-878.
16. Ishihara, K. & Yoshimin, M. (1991). ”Evaluation Settlements In Sand Deposits Following Liquefaction During Earthquakes.” Soils Fdns 32, No. 1, pp. 173-188.
17. Gutenberg, B. and Richter, C. F. (1944), “Frequency of earthquake in California,“ Bulletin of the Seismological Society of America, Vol. 34, No. 4.
18. Makropoulos, K. C. and Burton, P. W. (1983), ”Seismic Risk of Circum-Pacific Earthquakes, 1. Strain Energy Release,” PAGEOPH, 121, 2, pp. 247-267.
19. 丁迺忻,吳文隆,周功台,林晉祥(1995), ”土壤液化潛能危害度分析簡介”,第六屆大地工程學術研究討論會,pp. 1269-1278。
20. 黃富國(1996), ”土壤液化之危害度分析”,國立台灣大學土木工程研究所博士論文。21. Seed, H. B., Tokimatsu, K., Harder, L. F., and Chung, R. M. (1984). "The Influence of SPT Procedures in Soil Liquefaction Resistance Evaluation," Report No. UBC/EERC-84/15, Earthquake Research Center, University of California, Berkeley, California.
22. Liao, Samson, S. C. and Whitman, Robert, V. (1986). ”A Catalog of Liquefaction And Nonliquefaction Occurrences During Earthquakes,” Department of Civil Engineering Massachusetts Institute of Technology Cambridge, MA 02139.
23. Seed, H. B. and Idriss, I. M. (1982). ” Ground Motion and Soil Liquefaction during Earthquake,” Monograph Series, Earthquake Engineering Research. Institute, Berkeley, California.
24. Idriss.,I. M.(1996),
25. Ambrasey, N. N. (1988). “Engineering Seismology,” Earthquake Engineering and Structural Dynamics, Vol. 17, pp.1-105.
26. Arango, I. (1996). ”Magnitude Scaling Factors for Soil Liquefaction Evaluations,” Journal of Geotechnical Engineering, ASCE.
27. Youd, T. L., and Noble, S. K. (1996). “Magnitude Scaling Factors for Evaluation of Liquefaction Resistance,” Proceedings,Workshop on Evaluation of Liquefaction Resistance , Salt Lake City, Utah, NCEER Technical Publication.
28. 黃俊鴻(1993),“土壤液化潛能評估方法研究,期末報告第一冊─分析評估報告“,中興工程顧問社。
29. 簡文郁,羅俊雄(1994),“台灣地區核能電廠地震度評估(III)”,國立台灣大學地震工程研究中心,CEER, R83-07.
30. Cornell, C. A. (1968), ”Engineering Seismic Risk Analysis,” Bulletin of the Seismological Society of America, Vol. 58, No. 5, pp.1583-1606.
31. Der Kiureghian, A. and Ang, A. H-S. (1977), ”Fault Rupture Model for Seismic Risk Analysis,” Bulletin of the Seismological Society of America, Vol. 67, No. 4, pp.1173-1194.
32. Iida, K., (1976), “Earthquake Energy-Magnitude Relation, Strain Rate and Stress Drop in Earthquake, Seismic Efficiency Factor, and Parameters of Faulting,” Dept. of Earth Science, Nagoyo University.
33. 簡文郁,(1996) “設計地震力參數與結構可靠度分析研究”,博士論文,國立台灣大學土木工程研究所,台北 。34. Campbell, K. W. (1981), ”Near-Source Attenuation of Peak Horizontal Acceleration,” Bulletin of the Seismological Society of America, Vol. 71.
35. 羅俊雄,簡文郁(1992) ,“台灣地區地震危害度分析─程式建立”,國立台灣大學地震工程研究中心,CEER, R82-06。
36. 羅俊雄(1992) ,“台灣地區地震危害度分析及其分析方法研究”,國立台灣大學地震工程研究中心。
37. 黃俊鴻(1999) ,“新化斷層與南二高交會處之土壤液化評估與防治建議”,交通部台灣區國道新建工程局。