1. Andrus, R.D. & Stokoe, K.H.,Ⅱ, 1997, “Liquefaction resistance based on shear wave velocity”, Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, Technical Report NCEER-97-0022, National Center for Earthquake Engineering Research, Buffalo, pp. 89-128.
2. Andrus, R.D. & Stokoe, K.H.,Ⅱ, 2000, “Liquefaction resistance of soils from shear-wave velocity”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 126, No. 11, pp. 1015-1025.
3. Anthony, T. C. Goh, 1996, “Neural-network modeling of CPT seismic liquefaction data”, Journal of Geotechnical Engineering, Vol. 122, No. 1, pp.70-73.
4. Chen, K. S., Huang, W. P., Tsay, D. H., and Amar, F., 1996, “Classification of multifrequency polarimetric SAR imageery using a dynamic learning neural network”, IEEE Transactions on Geoscience and Remote Sensing,Vol. 34, No. 3, pp.814-820.
5. Dai, H., and Macbeth, C., 1995, ”Automatic picking of seismic arrivals in local earthquake data using an artificial neural network”, Grophys. J. Int. 120, pp.758-774.
6. Ellis, G. W., Yao, C., Zhao, R., and Penumadu, D., 1995, “Stress-strain modeling of sands using artificial neural networks”, Journal of Geotechnical Engineering, Vol. 121, No. 5, pp.429-435.
7. Goh, 1994, “seismic liquefaction potential assessed by neural network, Journal of geotechnical engineering”, ASCE, 120(9), pp.1467-1480.
8. Juang, C. H., and Lin, Pin-Sien, 1996, “Profiling soil parameters with neural networks”, ASCE Journal of Computing in Civil Engineering, Sept.
9. Juang, C. H., and Chen, C. J., 2000, “A rational method for development of limit state for liquefaction evaluation based on shear wave velocity measurements”, International Journal for Numerical and Analytical Methods in Geomechanics 24, pp.1-27.
10. Juang, C. H., Chen, C. J., and Jiang, T., 2001, ”Probabilistic framework for liquefaction potential by shear wave velocity”, Journal of Geotechnical and Geoenvironmental Engineering, Volume 127, Issue 8, pp.670-678.
11. Kayabali, Kamil, 1996,“Soil liquefaction evaluation using shear wave velocity”, Engineering Geology Volume: 44, pp. 121-127.
12. Kramer, S.J., 1996, Geotechnical Earthquake Engineering.
13. Li, X.S. & Ming, H.Y., 2000, “Unified modeling of flow liquefaction and cyclic mobility”, Soil Dynamics and Earthquake Engineering, Vol. 19, pp. 363-369.
14. Robertson, P.K., Woeller, D.J., & Finn, W.D.L., 1992a, “Seismic cone penetration test for evaluating liquefaction potential under cyclic loading”, Canadian Geotechnical Journal, Vol. 29, pp. 686-695.
15. Robertson, P.K., Sasitharan, S., Cunning, J.C., & Sego, D.C., 1995, “Shear wave velocity to evaluate flow liquefaction”, ASCE Journal of Geotechnical Engineering, Vol. 121, No. 3, pp. 262-273.
16. Robertson, P.K. and Wride, C.E., 1997, “Cyclic liquefaction and its evaluation based on the SPT and CPT”, Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, Technical Report NCEER-97-0022, National Center for Earthquake Engineering Research, Buffalo, pp. 41-87.
17. Robertson, P.K. and Wride, C.E., 1998, “Evaluating cyclic liquefaction potential using the cone penetration test”, Can. Geotech. J., 35, pp.442-459.
18. Ross, G. A., Seed, H. B., and Migliaccio, R. R., 1969, “Bridge Foundations in Alaska Earthquake”, Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 95, No. SM3, Proc. pp.4223.
19. Seed, H. B. and Idriss, I. M., 1971, “Simplified Procedures for Evaluation Soil Liquefaction Potential”, Journal of the Soil Mechanics and Foundations Division, ASCE, Vol.97, No.SM9, pp.1249-1273.
20. Seed H.B., Idriss, I.M. and Arango I., 1983, “Evaluation of Liquefaction Potential Using Field Performance Data”, Journal of the Geotechnical Engineering Division, ASCE, Vol. 109, No. 3, pp.458-482.
21. Stokoe, K.H., Roesset, J.M., Bierschwale, J.G., and Aouad, M., 1988, “Liquefaction potential of sands from shear wave velocity”, Proceedings of Ninth WCEE (Ⅲ), pp. 213-218.
22. Tokimatsu, K. & Uchida, A., 1990, “Correlation between liquefaction resistance and shear wave velocity”, Soils and Foundations, Vol 30, No. 2, pp. 33-42.
23. Zadeh, L. A., 1965, “Fuzzy set,” Information and Control 8, pp.338-353.
24. 汪培庄,民國69年,模糊集合論及其應用,中國生產力中心。
25. 吳偉特,民國68年8月,台灣地區砂性土壤液化潛能之初步分析,中國土木水利季刊第6卷第2期,pp. 39-70。26. 吳俊彥,民國85年,以類神經網路模式評估砂質土壤液化,國立台灣大學土木工程研究所碩士論文。27. 邱建銘,民國90年,以剪力波速評估員林地區液化及其地層動態反應研究,國立台灣大學土木工程研究所碩士論文。28. 秉昱科技,民國85年,模糊邏輯與類神經模糊實例說明,儒林出版社。
29. 亞新工程顧問股份有限公司,民國89年,土壤液化評估與處理對策研擬第一期計畫(彰化縣員林鎮、大村鄉及社頭鄉)土壤液化現狀調查報告,行政院國家科學委員會。
30. 唐瑋廷,民國90年,砂性土層液化潛能評估-模糊類神經網路,國立台灣大學土木工程研究所碩士論文。31. 許琦,雷一明,莊長賢,民國83年,模糊群策模式在掩埋場選址之應用,營建知訊,138期,pp.50-59。32. 陳明澤,民國91年,用類神經網路建立以SPT、CPT及Vs為主之臨界液化曲線,朝陽科技大學營建工程系碩士論文。33. 陳明棠,民國91年,台灣北部地區土石流潛勢溪流危險度與預警分析之研究-類神經網路與模糊理論之應用,國立臺灣大學土木工程學研究所碩士論文。34. 陳建元,民國84年,以模糊理論評估砂土之液化潛能,國立成功大學碩士論文。35. 張文忠,民國83年,以模糊理論推估單樁承載重,國立中興大學土木工程研究所碩士論文。36. 張智星,民國89年,Matlab程式設計與應用,清蔚出版社。
37. 黃凱達,民國90年,砂性土層液化潛能之模糊集合評估研究,國立臺灣大學土木工程學研究所碩士論文。38. 辜炳寰,民國91年,類神經網路於土壤液化評估之應用,國立成功大學土木工程研究所碩士論文。39. 楊忠銘,民國87年,類神經網路與遺傳演算法在結構控制之結合應用, 私立中原大學土木工程研究所碩士論文。40. 羅華強,民國90年,類神經網路-MATLAB的應用,清蔚科技出版社。
41. 羅華強,民國90年,Matlab & Simulink範例入門,全華出版社。
42. 蘇木春、張孝德,民國88年,機器學習:類神經網路、模糊系統以及基因演算法則,第二版,全華科技。