Title

樁載重試驗資料庫暨承載力分析之網路平台系統

Translated Titles

Web-based System of Pile Load Test Database and Bearing Capacity Analysis

DOI

10.6840/CYCU.2014.00371、10.6840/cycu201400928

Authors

張凱鈞

Key Words

承載力分析 ; 網路平台 ; 資料庫系統 ; 樁載重試驗 ; database ; network platform ; bearing capacity analysis ; pile load test

PublicationName

中原大學土木工程研究所學位論文

Volume or Term/Year and Month of Publication

2014年

Academic Degree Category

碩士

Advisor

陳逸駿;林旭信

Content Language

繁體中文

Chinese Abstract

本研究針對先前場鑄樁載重試驗資料庫系統所設計之關聯性進行擴充,使本樁載重試驗資料庫(Pile Load Test Database, PLTD)之網路平台系統能囊括各種型式載重下各類樁種之載重試驗資訊。PLTD資料庫系統計包括軸向載重之場鑄樁、打擊樁、植入樁及壁樁,與側向載重之場鑄樁及打擊樁之樁載重試驗資料,使本資料庫變得更豐富多元。 為提升資料庫網路平台之功能性與便利性,本研究針對平台之查詢功能做改良,將原四個分散之查詢方式整合為一套資料庫綜合查詢功能。改良後除包含原有之一般查詢功能,更增添進階查詢功能。讓使用者能針對現地、基樁或土層等相關資訊增加條件限制,以篩選出最符合使用者需求之試驗資訊。另外針對台灣地區之載重資料,本研究利用Google Map外掛程式套件JQuery-tiniMap開發樁載重試驗場址查詢功能。並以經緯座標定位樁載重試驗資訊於線上電子地圖中,提供使用者方便快速的資訊瀏覽體驗。 本研究同時發展基樁之軸向與側向承載力分析功能,而在軸向承載力分析方面又包括樁底承載力以及樁身摩擦力分析。此功能提供使用者對基樁承載力作初步分析,並配合本樁載重試驗資料庫之內容加以驗證其合理性。

English Abstract

This study develops a more complete Web-based pile load test database (PLTD) system, which is expanded from previous drilled shaft load test database system, to cover various pile types and loading conditions. At present, the PLTD consists of axial drilled shaft, driven pile, pre-bored pile and barrette pile load tests, as well as lateral drilled shaft and driven pile load tests. Thus, the PLTD covers a wide variety of pile information for further use. To enhance the function and convenience for database network platform, this research integrated four original query method of the platform into a multiple query function. After enhancing the network platform, the system has advanced query capabilities. Users can add the requested conditions about the site, pile or soil information to filter out information that best meet for them. This study also used Google Map plugin suite “JQuery-tiniMap” to develop site query function for load test data in Taiwan. Using latitude and longitude coordinates to locate pile load test site on the online electronic map, it provides users easier and faster for information browsing. In addition, the analysis for pile bearing capacity is developed in the update system. Both axial and lateral capacity analyses are included, and the axial capacity analysis is further divided into side and tip analyses. Therefore, this platform system can provide users to perform the preliminary analysis of pile bearing capacity. The analysis results can also be compared with the PLTD data to verify their rationalities.

Topic Category 工學院 > 土木工程研究所
工程學 > 土木與建築工程
Reference
  1. 4. Chen, Y.J., Chang, H.W., and Kulhawy, F.H. (2008). “Evaluation of Uplift Interpretation Criteria for Drilled Shaft Capacity”, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 134(10), 1459-1468.
    連結:
  2. 5. Chen, Y.J., and Chu, T.H. (2012). “Evaluation of Uplift Interpretation Criteria for Drilled Shafts in Gravelly Soils”, Canadian Geotechnical Journal, 49(1), 70-77.
    連結:
  3. 6. Chen, Y.J., and Fang, Y.C. (2009). “Critical Evaluation of Compression Interpretation Criteria for Drilled Shafts”, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 135(8), 1056-1069.
    連結:
  4. 8. Chen, Y.J., and Lee, Y.H., (2010). “Evaluation of Lateral Interpretation Criteria for Drilled Shaft Capacity”, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 1124-1136.
    連結:
  5. 11. Chen, Y.J., Liao, M.R., Huang, J.K., and Marcos, M.C. (2014). “Development of an Integrated Web-based System with a Pile Load Test Database and Pre-analyzed Data”, Geomechanics and Engineering, 17(1), 37-53.
    連結:
  6. 12. Chin, F.K. (1970). “Estimation of the Ultimate Load of Piles not Carried to Failure”, 2nd Southeast Asian Conference on Soil Engineering, Singapore, 81-90.
    連結:
  7. 15. DeBeer, E.E. (1970). “Experimental Determination of the Shape Factors of Sand”, Geotechnique, 20(4), 387-411.
    連結:
  8. 20. Hirany, A., and Kulhawy, F.H. (2002). “On the Interpretation of Drilled Foundation Load Test Results”, GSP 116, ASCE, 2, 1018-1028.
    連結:
  9. 23. Kulhawy, F.H., and Stas, C.V. (1984). “Some Observations on Undrained Side Resistance of Drilled Side”, Foundation Engineering GSP 22, ASCE, 1011-1025.
    連結:
  10. 26. Lin, S.S., Marcos, M.C., Chang, H.W., and Chen, T.J. (2012). “Design and Implementation of a Drilled Shaft Load Test Database”, Computers and Geotechnics, 41, 106-113.
    連結:
  11. 29. Marcos, M.C., and Chen, Y.J. (2013). “Evaluation of Lateral Interpretation Criteria for Drilled Shaft in Gravels”, Geotechnical and Geological Engineering, 31(5), 1141-1420.
    連結:
  12. 37. Terzaghi, K., and Peck, R.B. (1976). “Soil Mechanics in Engineering Practice”, Wiley, New York, 533 p.
    連結:
  13. 40. Vijayvergiya, V.N., and Focht, J.A. Jr. (1972). “A New Way to Predict Capacity of Piles in Clay”, 4th Offshore Technology Conference, 865-874.
    連結:
  14. 48. 李昀宣,「場鑄樁受側向載重之詮釋法評估」,碩士論文,中原大學土木工程研究所,桃園中壢,2008。
    連結:
  15. 49. 朱祖宏,「場鑄樁於卵礫石層之軸向及側向載重詮釋法及承載力評估」,碩士論文,中原大學土木工程研究所,桃園中壢,2009。
    連結:
  16. 50. 陳俊宏,「預鑽孔植入PC樁於排水土層之受壓載重行為評估」,碩士論文,中原大學土木工程研究所,桃園中壢,2010。
    連結:
  17. 51. 朱亭昌,「壁樁受壓載重之行為評估」,碩士論文,中原大學土木工程研究所,桃園中壢,2012。
    連結:
  18. 52. 廖敏如,「場鑄樁載重試驗資料庫及網路平台系統之開發」,碩士論文,中原大學土木工程研究所,桃園中壢,2012。
    連結:
  19. 54. 陳逸駿、陳俊宏、張有恒「預鑽孔植入PC樁於排水土層之壓載詮釋法評估」,中國土木水利工程學刊,第二十五卷,第一期,1-7頁,2013。
    連結:
  20. 55. 伍耀緯,「打擊樁受側向載重之行為評估」,碩士論文,中原大學土木工程研究所,桃園中壢,2014。
    連結:
  21. 1. Briaud, J.L. (1984). Panel Discussion, Laterally Loaded Deep Foundation (STP 835), ASTM, Philadelphia, 239-243.
  22. 2. Broms, B.B. (1964). “Lateral Resistance of Pile in Cohesive Soils”, Journal of the Soil Mechanics and Foundation Division, ASCE, 90(SM2), 27-63.
  23. 3. Chang, Y.L. (1937). Discussion on the paper “Lateral Pile-Loading Tests”, by L.B. Feagin, Transactions, ASCE, 102, 272-278.
  24. 7. Chen, Y.J., and Kulhawy, F.H. (1994) “Case History Evaluation of Drilled Shafts Behavior,” Report TR-104601, Electric Power Research Institute, Palo Alto.
  25. 9. Chen, Y.J., Lin, S.S., Chang, H.W., and Marcos, M.C. (2011). “Evaluation of Side Resistance Capacity for Drilled Shafts”, Journal of Marine Science and Technology, 19(2), 210-221.
  26. 10. Chen, Y.J., Chu, T.C., and Marcos, M.C. (2013). “Evaluation of Side Resistence of Barrette Piles”, International Symposium on Advances in Foundation Engineering, RPS-ISAFE 2013.
  27. 13. Davidson, H.L., Cass, P.G., Khilji, K.H., and McQuade, P.V. (1982). “Laterally Loaded Drilled Pier Research”, Rpt. EL-2197, Electric Power Research Institute, Palo Alto, 448 p.
  28. 14. Davisson, M.T. (1972). “High Capacity Piles”, Lecture Series on Innovations in Foundation Construction, ASCE Illinois Section, Chicago, 52 p.
  29. 16. Fuller, F.M., and Hoy, H.E. (1970). “Pile Load Tests Including Quick Load Test”, Highway Research Board, Washington, 74-86.
  30. 17. Hansen, J.B. (1970). “Revised and Extended Formula for Bearing Capacity”, Bulletin 28, Danish Geotechnical Institute, Copenhagen, 5-11.
  31. 18. Hirany, A., and Kulhawy, F.H. (1988). “Conduct and Interpretation of Load Tests on Drilled Shaft Foundations: Detailed Guidelines,” Repot No. EL-5915(1), Electric Power Research Institute, Palo Alto, 374 p.
  32. 19. Hirany, A., and Kulhawy, F.H. (1989). “Interpretation of Load Tests on Drilled Shaft, Parts 1 and 2: Axial Compression and Uplift”, GSP 22, ASCE, 1132-1159.
  33. 21. Ivey, D.L. and Dunlap, W.A. (1990). “Design Procedure Compared to Full-Scale Tests of Drilled Shaft Footing”, Research Rpt. 105-3, University of Texas, Austin, 59 p.
  34. 22. Kulhawy, F.H., and Mayne, P.W. (1990). “Manual on Estimating Soil Properties for Foundation Design”, Report EL-6800, Electric Power Research Institute, Palo Alto, Aug, 306 p.
  35. 24. Kulhawy, F.M. (1991). “Drilled Shaft Foundations”, Chap. 14 in Foundation Engineering Handbook (2nd Ed.), Van Nostrand Reinhold, New York, 537-552.
  36. 25. Kulhawy, F.M., Trautmann, C.H., Beech, J.F., O’Rourke, T.D., McGuire, W.,Wood, W.A., and Capano, C. (1983). “Transmission Line Structure Foundation for Uplift-Compression Loading”, Report EL-2870, Electric Power Research Institute, Palo Alto, 412 p.
  37. 27. Manoliu, I., Dimitriu, D.V., Radulescu, N, and Dobrescu, G (1985). “Load-Deflection Characteristics of Drilled Piers”, Proc, 11th Intl. Conf. on Soil Mechanics and Foundation Engineering, 3, San Francisco, 1553-1558.
  38. 28. Marcos, M.C., Lin, S.S., Liao, M.R., Huang, J.K., and Chen, Y.J. (2012). “Development of a Database for Pile Load Tests”, GeoCongress 2012, GSP 225, ASCE, 295-304.
  39. 30. Marcos, M.C. and Chen, Y.J. (2013). “Evaluation of Side Resistance for Driven Precast Concrete Piles”, KSCE Journal of Civil Engineering, 17(5), 1008-1022.
  40. 31. McNulty, J.F. (1956). “Thrust Loading on Piles”, Journal of the soil Mechanics and Foundation Division, ASCE, 82(SM2), 940/1 -940/25.
  41. 32. New York City (1981). Building Code of the City of New York, Gould Publications, Binghamton.
  42. 33. O’Rourke, T.D., and Kulhawy, F.H. (1985). “Observations on Load Tests on Drilled Shafts”, Drilled Pier and Caissons II, ASCE, 113-128.
  43. 34. Pyke, R. (1984). Panel Discussion, Laterally Loaded Deep Foundation (STP 835), ASTM, Philadelphia, 239-243.
  44. 35. Reese, L.C. and Wang, S.T. (1980). “Method of Analysis of Piles under Laterally Loading.” Marine Geotechnology and Nearshore and Offshore Structures, ASTM STP 923, R.C. Chaney and H.Y. Fang, Eds., American Society for Testing and Materials, Philadelphia.
  45. 36. Slack, D.C. and Walker, J.N. (1970). “Deflections of Shallow Pier Foundations”, Journal of the Soil Mechanics and Foundation Division, ASCE, 96(SM4), 1143-1157.
  46. 38. van der Veen, C. (1953). “The Bearing Capacity of a Pile”, 3rd International Conference on Soil Mechanics and Foundation Engineering, 84-90.
  47. 39. Vesic, A.S. (1975). “Bearing Capacity of Shallow Foundation”, Chap. 3 in Foundation Handbook, Van Nostrand Reinhold, New York, 121-147.
  48. 41. Walker, J.N. and Cox, E.H. (1966). “Design of Pier Foundations for Lateral Loads”, Transaction, American Society of Agricultural Engineers, 9(3), 417-420.
  49. 42. Winkler E. (1867). “The Doctrine of Elasticitat and Strength,” (H. Dominic us), Prague, 182-184.
  50. 43. Woodward, R.J. Jr, Gardner, W.S., and Greer, D.M. (1972). “Drilled Pier Foundations”, McGraw¬¬¬¬¬-Hill, New York, 287 p.
  51. 44. 陳逸駿、李淳昌,「粘土不排水剪力強度之探討及設計建議」,中興工程第四十四期,台北,41-52頁,1994。
  52. 45. 陳正興、張森源、胡邵敏、周功台、鍾毓東,「建築技術規則建築構造篇基礎構造設計規範(含解說)」,內政部建築研究所專題研究計畫成果報告書,內政部建築研究所,1988。
  53. 46. 內政部「建築物基礎構造設計規範」,2001。
  54. 47. 胡邵敏,「台灣樁基工程的回顧、現況與展望」,2004,23~40頁。
  55. 53. Marcos, M.C. “Axial Behavior of Driven Precast Concrete Piles”,博士論文,中原大學土木工程研究所,桃園中壢,2013。