¶ 建築物基礎構造設計規範｜90年版・歷史版本｜參考文獻（2／3）
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254頁 ｜ 原檔第255頁 ｜ 原檔第256頁 ｜ 原檔第257頁
¶ 原檔第254頁
原檔文字（公式與圖表請對照上方原版面）
15. International Conference of Building Officials (1991). “Uniform Building Code.” 16. Taipei Municipal Government (1991). “Civil Engineering Design Manual,” Report CEML/010/8, Dept. of Rapid Transit System, Taipei Municipal Government, ROC. 17. Department of the Navy, Naval Facilities Engineering Command, (NAVFAC), (1982). “Foundation and Earth Structure, Design Manual 7.2.” 第四章 淺基礎 1. 日本鐵道綜合技術研究所(1997)，「鐵道構造物等設計標準‧同解說─基礎構 造物/抗土壓構造物」，丸善株式會社。 2. ACI (1988). ”Suggested Analysis and Design Procedures for Combined Footings and Mats,” Committee Report 336.2, American Concrete Institute. 3. Bjerrum, I. (1963). ”Allowable Settlement of Structure,“ Proceedings of European Conf. on Soil Mech. and Found. Eng., Weisbaden, Germany, Vol. 2, pp. 35-137. 4. Meyerhof, G. G. (1982). ”The Bearing Capacity and Settlement of Foundations,” Technical University of Nova Scotia. 5. Meyerhof, G. G. and Hanna, A. M. (1978). ”Ultimate Bearing Capacity of Foundations on Layered Soil under Inclined Load,” Canadian Geotechnical Journal, Vol. 15, No. 4, pp. 565-572. 6. Murthy (1991). ”Foundation Engineering,” Third Edition, pp. 160-165. 7. Wahls, H. E. (1981). ”Tolerable Settlement of Buildings,” Journal of the Soil Mechanics and Foundation Division, ASCE, Vol. 93, No. SM6, pp. 169-193. 第五、六章 樁基礎與沉箱基礎 1. 王傳奇、吳建閩、余明山、謝百鐘及鍾毓東(1991)，「植入式基樁之施工與承 載力探討」，第四屆大地工程學術研究討論會論文集, pp.759~768. 2. 王傳奇、徐健一及余明山(1995)，「植入式基樁及其施工品質管制」，地工技術 雜誌，第 52 期，pp.27~36. R-2
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3. 周功台(1992)，「淺談大地工程設計之安全係數」，地工技術雜誌，第 37 期， pp.59~67. 4. 段紹緯、王瑞芳及王劍虹(1991)，「電子錐在推估打擊式基樁承載力上之應用- 案例介紹」，地工技術雜誌，第 36 期，pp. 6~19. 5. 倪勝火(1995)，「基樁之非破壞性檢測與案例」，地工技術雜誌，第 52 期， pp.49~62. 6. 梁明德及葉吉芳(1995)，「基樁完整性之高應變動力檢測方法」，地工技術雜 誌，第 52 期，pp.63~70. 7. 葉文謙、葉嘉鎮及郭天成(1997)，「PC 樁極限載重試驗案例探討」，第七屆大地 工程學術研究討論會論文集，pp.479~486. 8. 歐晉德(1987)，「基樁受填土影響之側向力問題」，地工技術雜誌，第 18 期， pp.8~13. 9. 歐晉德(1987)，「基樁負摩擦力」，地工技術雜誌，第 18 期，pp.24~33. 10. 張有恆(1995)，「淺談基樁之承載力試驗」，地工技術雜誌，第 52 期，pp.71~83. 11. 日本港灣協會(1979)，「港灣構造設計基準」。 12. 日本港灣協會(1989)，「港灣の設施の技術上の基準‧同解說(上)」。 13. 日本土質工學會(1985)，「杭基礎の設計法とその解說」。 14. 日本鋼管杭協會(1978)，「くいに作用する負の周面摩擦力とその對策(案)」， 鋼管杭協會報告第 2 號。 15. 宇都一馬、冬木 衛、近藤 博(1975)，「波動理論による打入み時杭頭應力の 算定式にフいて」，第 30 回土木學會年次學術講演會, Ⅲ-85, pp.163~164. 16. 茶谷文雄(1994)，「建築設計における杭の引拔き抵抗力機構の考え方」，基礎 工, Vol.22, No.7, pp.26~32. 17. American Society for Testing and Materials (1994). “Standard Test Method for Piles Under Static Axial Compressive Load,” Annual Book of Standards, ASTM D-1143. 18. American Society for Testing and Materials (1994). “The Standard Method of Testing Individual Piles Under Static Axial Tensile Load,” Annual Book of Standards, ASTM D-3689. 19. American Society for Testing and Materials (1994). “The Standard Method of R-3
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Testing Piles Under Lateral Load,” Annual Book of Standards, ASTM D-3966. 20. Briaud, J.L. and Miran, J. (1991). “The Cone Penetrometer Test,” The Federal Highway Administration, Washington, D.C., pp. 117~135. 21. Chang, Y.L. (1937). Discussion on “Lateral Pile-Loading Tests” by L.B. Feagin, Trans., ASCE, Vol.102, pp. 272~278. 22. Fleming, W.G.K., Weltman, A.J., Randolph, M.F. and Elson, W.K. (1985). “Piling Engineering,” pp. 183~216. 23. Garlanger, J.E. (1974). “Measurement of Pile Downdrag Beneath a Bridge Abutment,” Highway Research Board, TRR No. 517. 24. Geddes, J.D. (1966). “Stresses in Foundation Soil due to Vertical Subsurface Load,” Geotechnique, Vol.16, pp. 231~255. 25. John C.L., Chung Y.T. and Chang H.C. (1990). “Ground Motions Associated with Piling and Soil Improvement Construction,” Tenth Southeast Asian Geotechnical Conference, April 1990, Taipei, pp. 16~20. 26. Meyerhof, G.G, and Adams, J.I. (1968). “The Ultimate Uplift Capacity of Foundation,” Canadian Geotechnical Journal, Vol. 5, No. 4, pp. 225~244. 27. Meyerhof, G.G. (1976). “Bearing Capacity and Settlement of Pile Foundation,” Journal of the Geotechnical Eng. Div., ASCE, Vol. 102, No. GT3, pp. 195~227. 28. Mansur, C.I. and Hunter, A.H. (1970). “Pile Test-Arkansas River Project,” Proceedings, ASCE, Vol.96, No.SM5, pp. 1545~1582. 29. Poulos, H.G. and Davis, E.H. (1980). “Pile Foundation Analysis and Design,” John Wiley and Sons, Inc., New York, N.Y. 30. Reese, L.C. and Matlock, H. (1956). “Non-dimensional Solutions for Laterally Loaded Piles with Soil Modulus Assumed Proportional to Depth,” Proceedings, 8th Texas Conference on soil Mechanics and Foundation Engineering. 31. Robertson, P.K. and Campanella, R.G. (1989). “Guidelines for Geotechnical Design Using the Cone Penetrometer Test and CPT with Pore Pressure Measurement,” Hogentogler & Co., pp. 143~158. 32. Radhakrishna, H.S. and Adams, J.I. (1973). “Long-term Uplift Capacity of Augered Footing in Fissured Clay,” Canadian Geotechnical J., Vol.10, No.4, pp. 647~652. R-4
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33. Skempton, A.W. (1959). “Cast in-situ Bored Piles in London clay,” Geotechnique, Vol.9, No.4, pp. 153~173. 34. Tomlinson, M.J. (1977). “Pile Design and Construction Practice,” Rainbow-Bridge Book Co., Ltd. 35. Vesic, A.S. (1977). “Design of Pile foundation,” Transportation Research Board, National Cooperative Highway Research Program, Washington D.C., Synthesis of Highway Practice No. 42. 第七章 擋土牆 1. 日本鐵道綜合技術研究所(1997)，「鐵道構造物等設計標準‧同解說─基礎構 造物/抗土壓構造物」，丸善株式會社。 2. 周功台(1992)，「淺談大地工程設計之安全係數」，地工技術雜誌，第 37 期， pp.59~67. 3. Ishibashi, I., Matsuzawa, H. and Kawamura, M. (1985).“Generalized Apparent Seismic Coefficient for Dynamic Lateral Earth Pressure Determination,＂Proc. of nd 2 Inter. Conf. on Soil Mech. and Found. Eng., pp. 6-33~6-42. 4. Ishibashi, I., Osada, M. and Uwabe, T. (1994).“Dynamic Lateral Pressures due to Saturated Backfills on Rigid Walls,＂J. of Geothch. Eng., ASCE, Vol. 120, No. 10, pp. 1747-1767. 5. Matsuo, H. and O’Hara, S. (1965).“Dynamic Pore Water Pressure Actin on Quay rd Walls during Earthquakes,＂Proc., of 3 World Conf. on Earthquake Engineering. 6. Matsuzawa, H., Ishibashi, I. and Kawamura, M. (1985).“Dynamic Soil and Water Pressures of Submerged Soils,＂J. of Geotech. Eng., ASCE, Vol. 111, No. 10, pp. 1161-1176 . 7. Mononobe, N. (1929). “Earthquake-Proof Construction of Masonry Dams,” Proceedings, World Engineering Conference 9, pp. 274-280. 8. Okabe, S. (1926). “General Theory of Earth Pressure,” Journal of the Japanese Society of Civil Engineers 12, (1). 9. Westergaard, H. M. (1933).“Water Pressures on Dams during Earthquakes,＂ Transactions of ASCE, Vol. 98, pp. 418-472. R-5