¶ 建築物基礎構造設計規範｜90年版・歷史版本｜參考文獻（3／3）
發布機關：內政部
文件性質：建築物基礎構造設計規範及解說
版本：90年10月2日台內營字第9085629號函訂定；本頁為歷史版本，不是現行112年版。
官方來源：內政部主管法規共用系統 ｜ 國土管理署發布頁
查核日期：2026年8月28日。
文件性質：建築物基礎構造設計規範及解說
版本：90年10月2日台內營字第9085629號函訂定；本頁為歷史版本，不是現行112年版。
官方來源：內政部主管法規共用系統 ｜ 國土管理署發布頁
查核日期：2026年8月28日。
頁內索引：原檔第258頁 ｜ 原檔第259頁 ｜ 原檔第260頁
¶ 原檔第258頁
原檔文字（公式與圖表請對照上方原版面）
第八章 基礎開挖 1. 廖洪鈞、許世宗(1990)，「 開挖擋土壁體之合理貫入深度探討」， 地工技術第 32 期， 第 78-89 頁。 2. 徐振煌(1998)，「 深開挖工程設計」，台灣省土木技師公會。 3. 台灣省土木技師公會(1991)，「深開挖設計理論與施工實務研討會論文集」。 4. Bishop, A.W. (1995). “The Use of the Slip Circle in the Stability Analysis of Slopes,” Geotechnique 5, pp. 7-17. 5. Bjerrum, L. (1963). “Allowable Settlement of Structures,” Proc. 3rd, European Conf. SMFE, Wiesbaden 2, pp. 135-137. 6. Bjerrum, L. and Eide, O. (1956). “Stability of Strutted Excavation in Clay,” Geotechnique 6, pp.32-47. 7. Fang, H.Y. (1991). “Foundation Engineering Handbook,” 2nd Edition, van Nostrand Reinhold, N.Y. 923pp. 8. Janbu, N. (1954). “Application of Composite Slip Surfaces for Stability Analysis,” Proc. European Conf. on Stability of Earth Slopes, Sweden, 3, pp. 43-49. 9. Morgenstern, N.R. and Price, V.E. (1965). “The Analysis of the Stability of General Slip Surfaces,” Geotechnique 15, No. 1, pp. 79-93. 10. Peck, R.B. (1943). “Earth-Pressure Measurements in Open Cuts, Chicago Subway,” Trans, ASCE, 108, pp. 1008-1036. 11. Peck, R.B. (1969). “Deep Excavations and Tunneling in Soft Ground,” Proc. 7th ICSMFE, Mexico City, State-of-the-Art Vol., pp. 225-290. 12. Terzaghi, K. and Peck, R. B. (1948). “Soil Mechanics in Engineering Practice,” 1st Edition, John Wiley and Sons, New York, 556 pp. 13. Terzaghi, K. and Peck, R. B. (1967). “Soil Mechanics in Engineering Practice,” 2nd Edition, John Wiley and Sons, New York, 729 pp. 14. Terzaghi, K., Peck, R. B. and Mersi, G. (1996). “Soil Mechanics in Engineering Practice,” 3rd Edition, John Wiley and Sons, New York, 549 pp. 15. Tschebotarioff, G. P. (1973). “Foundations, Retaining and Earth Structures,” 2nd Edition, McGraw-Hill, New York, 642 pp. R-6
¶ 原檔第259頁
原檔文字（公式與圖表請對照上方原版面）
第九章 地層改良 1. 胡邵敏(1992)，「深開挖工程鄰產保護設計與施工（二）：鄰產保護方法、設計 與施工」，地工技術雜誌，第40期，pp.51-61. 2. 日本土質工學會(1986)，「地盤改良調查、設計與施工」。 3. 地基處理手冊編寫委員會(1988)，「地基處理手冊」，中國建築工業出版社。 4. 中國建築科學研究院(1991)，「建築基地處理技術規範 JGJ79-91」。 5. 胡邵敏(1994)，「談高壓灌漿工法之效果」，地工技術雜誌，第47期。 6. 鍾毓東等人(1994)，「高壓噴射灌漿引致之地層變位案例」，地工技術雜誌，第 47期。 7. 俞忠志 (1990) ，「地盤改良施工與管理」，財團法人台灣營建研究中心。 8. 趙基盛、陳福勝、何泰源(1994)，「藥液灌漿工法之設計」，地工技術雜誌，第 47期。 9. Hausmann, M. R. (1990). “Engineering Principles of Ground Modification,” McGraw-Hill, Inc., 632pp. 10. Ou, C.D. and Woo, S.M. (1995). “Ground Improvement Techniques and Their th Design Considerations,” Proc, 10 ARC on SMFE, Vol.2, Beijing, China. 第十章 土壤液化評估 1. 中興工程顧問社(1993)，「土壤液化潛能評估方法研究」，交通部高速鐵路工程 籌備處研究報告。 2. 黃俊鴻，陳正興(1998)，「土壤液化評估規範之回顧與前瞻」，地工技術雜誌， 第 70 期，pp.43-54。 th 3. Ishihara, K. (1985). ”Stability of Natural Deposits during Earthquakes,” Proc., 11 Int. Conf. on Soil Mech. and Found. Eng., San Francisco, Vol.1, pp. 321-376. 4. Iwasaki, T., Arakawa, T. and Tokida, K.(1982). “Simplified Procedures for Assessing Soil Liquefaction During Earthquakes,” Proceedings of the Conference on Soil Dynamics & Earthquake Engineering, Southampton, pp. 925-939. R-7
¶ 原檔第260頁
原檔文字（公式與圖表請對照上方原版面）
5. Iwasaki, T., et. al. (1978). “A Practical Method for Assessing Soil Liquefaction Potential Based on Case Studies at Various Sites in Japan,” Proc., 2nd Int. Conf. Microzonation Safer Construc. Research Appli., Vol. 2, pp. 885-896. 6. Schnabel, P.B., Lysmer, J. and Seed, H.B. (1972). “SHAKE-A Computer Program for Earthquake Response Analysis of Horizontally Layered Sites,” Report No. EERC72-12, Earthquake Engineering Research Center, UC Berkeley, CA, USA. 7. Seed, H.B. and Idriss, I.M. (1971). ”Simplified Procedure for Evaluating Soil Liquefaction Potential,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 107, No. SM9. pp. 1249-1274. 8. Seed, H.B., Idriss, I.M., Makdisi, F. and Banerji, N. (1975). “Representation of Irregular Stress Time Histories by Equivalent Uniform Stress Series in Liquefaction Analysis,” Report EERC75-29, Univ. of California, Berkeley, USA. 9. 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. 10. 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. 11. Seed, H.B., Tokimatsu, K., Harder, L.F. and Chung, R.M. (1985). “The Influence of SPT Procedures in Soil Liquefaction Resistance Evaluation,” Journal of Geotechnical Engineering, ASCE, Vol. 111, No.12, pp. 1425-1445. 12. 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. 13. 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. 14. Robertson, P.K. and Campanella, R.G. (1985). “Liquefaction Potential of Sands using the CPT,” Journal of Geotechnical Eng., ASCE, Vol. 111, No. 3, pp. 384-403. 15. Technical Committee for Earthquake Geotechnical Engineering, TC4, ISSMFE, (1993). “Manual for Zonation on Seismic Geotechnical Hazards,” 149pp. R-8
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