1.Adeli, H., and Yeh, C., (1989)，“Perceptron learing in engineering design”，Microcomputers in Civil Engineering, Vol. 4, pp. 247-256.
2.Andrus, R. D., and Stokoe II, K. H., (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.
3.Andrus, R. D., Stokoe, K. H., and Chung, R. M., (1999)，“Draft guidelines for evaluating liquefaction resistance using shear wave velocity measurements and simplified procedures”，NISTIR 6277, National Institute of Standards and Technology, Gaithersburg, Md.
4.Andrus, R. D., and Stokoe II, K. H., (2000)，“Liquefaction resistance of soils from shear-wave velocity”，Journal of Geotechnical and Geoenvironmental Engineering, Vol. 126, No. 11, pp. 1015-1025.
5.Bierschwale, J. G., and Stokoe II, K. H., (1984)，“Analytical evaluation of liquefaction potential of sands subjected to the 1981 Westmorland earthquake”，Geotechnical Engineering Report GR-84-15, University of Texas at Austin, 231 p.
6.Been, K., and Jefferies, M. G., (1985)，“ A state parameter for sands ”，Geotechnique, Vol. 35, No. 2, pp. 99-112.
7.Cohn, L. F., (1993)，“Computing in civil engineering and building engineering”，Proceedings of the 5th International Conference on Computing in Civil and Building Engineering, ASCE.
8.Denebourg, J. L., Pasteels, J. M., and Verhaeghe, J. C., (1983)，“Probabilistic Behaviour in Ants：a Strategy of Errors ”，Journal of Theorical Biology, Vol. 105, pp. 259-271.
9.Dorigo, M., Maniezzo, V., and Colorni, A., (1991)，“Positive Feedback as a Search Strategy”，Technical Report, No. 91-016, Politecnico di Milano, Italy.
10.Dorigo, M., Maniezzo, V., and Colorni, A., (1991)，“Ant System：An Autocatalytic Optimizing Process”，Technical Report, No. 91-016 Revised, Politecnico di Milano, Italy.
11.Dorigo, M., Maniezzo, V., and Colorni, A., (1991)，“Distributed Optimization by Ant Colonies”，Proceedings of the European Conference on Artificial Life, pp. 134-142.
12.Dorigo, M., Gambardella, L. M., (1997)，“Ant Colonies for the Traveling Salesman Problem”，BioSystems, Vol. 43, pp. 73-81.
13.Dorigo, M., Gianni, D. C., and Gambardella L. M., (1999)，“Ant Algorithms for Discrete Optimization”，Artificial Life, Vol. 5, No. 3, PP. 137-172.
14.Ellis, G. W., Yao, C., Zhao, R., and Penumadu, D., (1995)，“Stress-strain modeling of sands using artificial neural network”，Journal of Geotechnical Engineering, Vol. 121, No. 5, pp. 429-435.
15.Garrett, J. H., (1992)，“Neural networks and their applicability within civil engineering”，Proc. 8th Annual Conf. of Computing in Civil Engineering and Geographic Information Systems Symposium, ASCE, pp. 1155-1162.
16.Ghaboussi, J., (1994)，“Some applications of neural networks in structural engineering”，Proceedings of the 11th Conference on Analysis and Computation Atlanta, ASCE, pp. 25-36.
17.Goh, A. T. C., (1994)，“Seismic liquefaction potential assessed by neural networks”，ASCE, Journal of Geotechnical Engineering, Vol. 120, No. 9, pp. 1467-1480.
18.Goh, A. T. C., (1996a)，“Pile driving records reanalyzed using neural networks”，ASCE, Journal of Geotechnical Engineering, Vol. 122, No. 6, pp.492-495.
19.Goh, A. T. C., (1996b)，“Neural-network modeling of CPT seismic liquefaction data”，ASCE, Journal of Geotechnical Engineering, Vol. 122, No. 1, pp. 70-73.
20.Goh A. T. C., (2002)，“Probabilistic neural network for evaluating seismic liquefaction potential”，Canadian Geotechnical Journal, Vol. 39, pp. 219-232.
21.Holzer, T. L., Bennett, M. J., Youd, T. L., and Chen, A. T. F., (1988), Parkfield, California, liquefaction prediction：Bulletin of the Seismological Society of America, Vol. 78, No. 1, pp. 385-389.
22.Hangan, M. T., and Menhaj, M. B., (1994)，“Training feedforward networks with the Marquardt algorithm”，IEEE Transactions on Neural Network, Vol. 5, No. 6, pp. 989-993.
23.Hangan, M. T., Demuth, H. B., and Beale, B., (1996)，“Neural network design”，Thomson Learning, Boston.
24.Ishihara, K.,(1993)，“Liquefaction and flow failure during earthquakes”，Geotechnique, Vol. 43, No. 3, pp. 351-415.
25.Juang, C. H., and Chen, C. J. (2000a)，“A rational method for development of limit state for liquefaction evaluation based on shear wave velocity measurements”，International Journal for Numerical and Analytical Method in Geomechanics, Vol. 24, pp. 1-27.
26.Juang, C. H., Chen, C. J., Jiang, T., and Andrus, R. D., (2000b)，“Risk-based liquefaction potential evaluation using standard penetration tests，Canadian Geotechnical Journal, Vol. 37, pp. 1195-1208.
27.Juang, C. H., Chen, C. J., Tang, W. H., and Rosowsky, D. V., (2000c)， “CPT-based liquefaction analysis part1；determination of limit state function”，Geotechnique, Vol. 50, No. 5, pp. 583-592.
28.Juang, C. H., Chen, C. J., Tang, W. H., and Rosowsky, D. V., (2000d)， “CPT-based liquefaction analysis part2：reliability for design”， Geotechnique, Vol. 50, No. 5, pp. 593-599.
29.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, ASCE, Vol. 127, No. 8, pp. 670-678.
30.Kayen, R. E., Mitchell, J. K., Seed, R. B., Lodge, A., Nishi, S., and Coutinho, R., (1992)，“Evaluation of SPT-, CPT-, and shear wave －based methods for liquefaction potential assessment using Loma Prieta data”，Proceedings, Fourth Japan-U.S. Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction, Technical Report NCEER-92-0019, National Center for Earthquake Engineering Research, Buffalo, NY, Vol. 1, pp. 177-204.
31.Kayabali, K., (1996)，“Soil liquefaction evaluation using shear wave velocity”，Engineering Geology, Vol. 44, pp. 121-127.
32.Lee, K. L., and Fitton, J. A., (1969)，“ Factors affecting the cyclic loading strength of soil”，Vibration Effects of Earthquake on Soils and Foundations, ASTM, STP450, pp. 71-96.
33.Lodge, A. L., (1994)，“Shear wave velocity measurement for subsurface characterization”，Ph.D. Dissertation, University of California at Berkeley.
34.Monmarche, N., Venturini, G., and Slimane M., (2000)，“On How Pachycondyla Apicalis ants suggest a new search algorithm”，Future Generation Computer Systems, Vol. 16, pp. 937-946.
35.Pham, D. T., and Liu, X., (1999)，“Neural networks for identification”，Prediction and Control, Springer-Verlag, London.
36.Rumelhart, D. E., Hinton, G. E., and Williams, R. J., (1986a)，“Learning internal representations by error propagation”，Parallel Distributed Processing, Vol. 1, Chap. 8, MIT Press, Cambridge, MA, pp. 318-362.
37.Rumelhart, D. E., Hinton, G. E., and Williams, R. J., (1986b)，“Learning representations by back-propagating errors”，Nature, Vol. 323, pp. 533-536.
38.Robertson, P. K., Woeller, D. J., and Finn, W. D. L., (1992)，“Seismic cone penetration test for evaluating liquefaction potential under cyclic loading”，Canadian Geotechnical Journal, Vol. 29, pp. 686-695.
39.Robertson, P. K., Sasitharan, S., Cunning, J. C., and Sego, D. C., (1995)， “Shear wave velocity to evaluate flow liquefaction”，ASCE, Journal of Geotechnical Engineering, Vol. 121, No. 3, pp.262-273.
40.Robertson, P. K., and Wride, C. E., (1998)，“Evaluating cyclic liquefaction potential using the cone penetration test”，Canadian Geotechnical Journal, Vol. 35, pp. 442-459.
41.Rognvaldsson, T. S., (2001)，“The multilayer perceptron”，Learning and Adaptive System Lecture Notes, Halmstad University, Sweden.
42.Seed, H. B., and Lee, K. L., (1966)，“ Liquefaction of saturated sands during cyclic loading”，Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 92, No. SM6, pp. 105-134.
43.Seed, H. B., and Idriss, I. M., (1967)，“Analysis of soil liquefaction：Nigata earthquake ”，Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 93, No. SM3, pp. 83-108.
44.Seed, H. B., Lee, K. L., and Idriss, I. M., (1969)，“An analysis of the Sheffield dam failure”，Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 95, No. SM6, pp. 1453-1490.
45.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.
46.Seed, H. B., and Peacock, W. H., (1971)，“Test procedures for measuring soil liquefaction characteristics ”，Journal of the Soil Mechanics and Foundation Division, ASCE, Vol. 97, No. SM8, pp. 1099-1199.
47.Seed, H. B., Mori, K., and Chan, C. K., (1975)，“ Influence of seismic history on the liquefaction characteristics of sands”，Report No. EERC 75-25, Earthquake Research Center, University of California, Berkeley, California.
48.Seed, H. B., (1976)，“Evaluation of soil liquefaction effects on level ground during earthquakes”，Liquefaction Problems in Geotechnical Engineering, ASCE Preprint 2752, Philadelphia, Pa., pp. 1-104.
49.Seed, H. B., (1979)，“Soil liquefaction and cyclic mobility evaluation for level ground during earthquake”，Journal of the Geotechnical Engineering Division, ASCE, Vol. 105, No. GT2, pp. 201-255.
50.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.
51.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.
52.Tatsuoka, F., Iwaski, T., Tokida, K., and Konno, M., (1981)，“Cyclic undrained triaxial strength of sampled sand affected by confining pressure”，Soil and Foundations, Japanse Society of Soil Mechanics and Foundation Engineering, Vol. 21, No. 2, pp. 115-120.
53.Tokimatsu, K., and Uchida, A., (1990)，“Correlation between liquefaction resistance and shear wave velocity”，Soils and Foundations, Vol. 30, No. 2, pp. 33-42.
54.Tokimatsu, K., Kuwayama, S., and Tamura, S., (1991)，“Liquefaction potential evaluation based on Rayleigh wave investigation and its comparison with field behavior”，Proceedings, Second International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, held in St. Louis, Missouri, S. Prakash, Ed., University of Missouri-Rolla, Vol. 1, pp. 357-364.
55.Vanluchene, R. D., and Sun, R., (1990)，“Neural networks in structural engineering”，Microcomputers in Civil Engineering, Vol. 5, pp. 207-215.
56.Wong, R. T., Seed, H. B., and Chan, C. K., (1975)，“Cyclic loading liquefaction of gravelly soils”，Journal of the Soil Mechanic and Foundation Division, ASCE, Vol. 101, No. SM6, pp. 571-583.
57.Wilamowski, B. M., Iplikci, S., Kaynak, O., and Efe, M. O., (2001)，“An algorithm for fast convergence in training neural networks”，IEEE Proceeding of International Joint Conference on Neural Networks, Vol. 3, pp. 1778-1782.
58.Youd, T. L., and Wieczorek G. F., (1982)，“Liquefaction and secondary ground failure”，The Imperial Valley, California, Earthquake of October 15, 1979, U.S. Geological Survey Profl. Paper 1254, U.S. Geological Survey, Menlo Park, Calif., pp. 223-246.
59.Youd, T. L., and Noble, S. K.,(1997)，“Magnitude scaling factor”，Proc., NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, Nat. Ctr. for Earthquake Engrg. Res., State Univ. of New York at Buffalo, pp.149-165.
60.Youd, T. L., Idriss, I. M., Andrus, R. D., Arango, I., Castro, G., Christian, J. T., Dobry, R., Finn, W. D. L., Jr, L. F. H., Hynes, M. E., Ishihara, K., Koester, J. P., Liao, S. 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., (2001)，“Liquefaction 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, ASCE, Vol. 127, No. 10, pp. 817-833.
61.王進德、蕭大全(1994)，「類神經網路與模糊控制入門」，全華圖書。
62.江彭(1995)，「飽和砂土動態強度之研究－台灣地區砂性土壤」，國立交通大學土木工程研究所碩士論文。
63.李咸亨、陳慧慈(1997)，「液化與地震災害」，國家地震工程研究中心簡訊，第二十一期，第1-5頁。
64.邱建銘(2000)，「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學研究所碩士論文。65.吳偉特(1979)，「台灣地區砂性土壤液化潛能之初步分析」，中國土木水利，第六卷，第二期，第39-70頁。66.吳俊彥(1996)，「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學研究所碩士論文。67.林炳森、謝基政、黃群凱、李仁森(2000)，「921集集大地震南投市液化初步調查研究」，行政院國家科學委員會。
68.夏啟明(1992)，「細料塑性程度對台北盆地粉質砂液化潛能之影響」，國立台灣大學土木工程學研究所。
69.唐瑋廷(2001)，「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學研究所碩士論文。70.亞新工程顧問股份有限公司(2000)，「南投、霧峰地區土壤液化調查研究」，行政院國家科學委員會。
71.亞新工程顧問股份有限公司(2000)，「土壤液化評估與處理對策研擬第一期計畫(彰化縣員林鎮、大村鄉與社頭鄉)現狀調查報告」，行政院國家科學委員會。
72.徐松圻、陳明澤(2003)，「用類神經網路建立以SPT為主之臨界液化曲線」，第十屆大地工程研討會論文集，第295-298頁。
73.黃俊鴻、陳正興(1998)，「土壤液化評估規範之回顧與前瞻」，地工技術，第70期，第23-44頁。74.黃富國、余明山、何政弘(1999)，「九二一集集大震土壤液化震害與問題探討」，土木工程技術，第三卷，第三期，第47-79頁。75.黃俊鴻、楊志文(2001)，「以集集地震案例資料建立土壤臨界液化強度曲線」，中國土木水工程學刊，第十三卷，第二期，第339-352頁。
76.黃俊鴻、張吉佐、周功台、余明山、簡文郁(2002)，「由集集地震液化案例探討液化評估方法本土適用性之研究」，交通部台灣區國道新建工程局。
77.陳怡睿、楊登成、李東屏、邱彥智、紀雲曜(2002)，「運用邏輯迴歸模式評估土壤液化潛勢之研究」，液化潛能評估方法及潛能圖之製作研討會論文集，第C1-C10頁。
78.陳毓山(2003)，「螞蟻演算法最佳化倒傳遞類神經網路於土層剪力波速評估之研究」，國立台灣大學土木工程學研究所碩士論文。79.褚炳麟、賴聖耀、張益銘、陳明澤(2000)，「921集集大地震霧峰地區土壤液化潛能評估」，行政院國家科學委員會。
80.張延任(2001)，「以整合式模糊群聚類神經網路評估土壤液化」，國立海洋大學河海工程研究所碩士論文。81.葉怡成(2001)，「類神經網路模式應用與實作」，儒林圖書。
82.辜炳寰(2002)，「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。83.溫紹炳、雷大同、黃記嚴(2001)，「地震誘發土壤液化區之地質條件分析」，集集地震土壤液化總評估研究－九十學年度期中研究成果研討會論文集，第39-63頁。
84.曾炫學(2003)，「土石流發生臨界曲線之研究－模糊集合及類神經網路」，國立台灣大學土木工程學研究所碩士論文。85.鍾毓東、謝百鍾(1986)，「簡易土壤液化分析法」，結構工程，第一卷，第三期，第37-47頁。86.謝祥暉(2001)，「回填土壤剪力波特性與抗液化強度相關性之研究」，國立海洋大學河海工程研究所碩士論文。87.賴聖耀(2002)，「以921地震液化案例之SPT-N值建立土壤液化潛能判別模式」，液化潛能評估方法及潛能圖之製作研討會論文集，第B1-B9頁。
88.羅華強(2001)，「類神經網路－MATLAB的應用」，清蔚科技。
89.羅健民(2003)，「剪力波速評估土壤液化潛能－模糊類神經網路」，國立台灣大學土木工程學研究所碩士論文。
90.蘇木春、張孝德(1999)，「機器學習：類神經網路、模糊系統以及基因演算法則」，全華科技。