請用此 Handle URI 來引用此文件：
http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/65681完整後設資料紀錄
| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 卿建業(Jian-Ye Ching) | |
| dc.contributor.author | Chih-Hao Chen | en |
| dc.contributor.author | 陳治豪 | zh_TW |
| dc.date.accessioned | 2021-06-16T23:58:40Z | - |
| dc.date.available | 2012-07-20 | |
| dc.date.copyright | 2012-07-20 | |
| dc.date.issued | 2012 | |
| dc.date.submitted | 2012-07-17 | |
| dc.identifier.citation | 參考文獻
Aas, G., Lacasse, S., Lunne, T. and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Clemence, 1-30. Azzouz, A., Baligh, M.M. and Ladd, C.C. (1983). Cone penetration and engineering properties of soft Orinoco clay. Proceedings, 3th International Conference on behavior of offshore structure, Cambridge, Massachusetts, 1, 161-180. Battaglio, M., Bruzzi, D., Jamiolkowski, M., and Lancellotta, R. (1986). Interpretation of CPT's and CPTU's. Proceedings, Fourth International Geotechnical Seminar: Field Instrumentation and In-Situ Measurements, Singapore, 129-143. Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461. Bayne, J.M. and Tjelta, T.I. (1987). Advanced Cone Penetrometer Development for In-Situ Testing at Gullfaks C. Proceedings, 19th Offshore Technology Conference, Houston, 4, 531-540. Bjerrum, L. (1972). Embankment on soft ground. Proceedings of ASCE Specialty Conference on Performance of Earth and Earth-Supported Structures, Lafayette. Campanella, R.G., Sully, J.P., and Robertson, P.K. (1988). Interpretation of Piezocone Soundings in Clay-A Case. History Penetration Testing in the UK, Thomas Telford, London. 203-208. Cancelli, A. and Cividini, A. (1984). An embankment on soft clays with sand drains: numerical characterization of the parameters from in-situ measurements. Proc. of International conference on Case Histories in Geotechnical Engineering, 637-643. Chang, M.F. (1991). Interpretation of Overconsolidated Ratio from In-Situ Tests in Recent Clay. Deposits in Singapore and Malaysia. Canadian Geotechnical. Chen, Y.J. and Kulhawy, F.H. (1993). Undrained strength interrelationships among CIUC, UU, and UC tests. Journal of Geotechnical Engineering, 119(11), 1732-1750. Chang, M.F. (1991). Interpretation of Overconsolidated Ratio from In-Situ Test in recent Clay Deposits in Singapore and Malaysia. Canadian Geotechnical Journal, 28(2), 210-225 Ching, J. and Phoon, K.K. (2012), Establishment of generic transformations for geotechnical design parameters, Structural Safety, 35, 52-62. Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays – Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099. Crooks, J.H.A., Been, K., Becker, D.E., and Jefferies, M.G. (1988). CPT Interpretation in Clays. Proc. of the 1st International Symposium on Penetration Testing, Balkema, Rotterdam, 2, 715-722. Eden, W.J. and Law, K.T. (1980). Comparison of undrained shear strength results obtained by different test methods in soft clays. Canadian Geotechnical Journal, 17(3), 369-381. Fimmo, R.J. (1989). Subsurface conditions and pile installation data: 1989 foundation engineering congress test section. Predicted and Observed Axial Behavior of Piles (GSP 23), New York, 1-14. Hong, S.J., Lee, M.J., Kim, J.J., and Lee, W.J. (2010). Evaluation of undrained shear strength of Busan clay using CPT. 2nd International Symposium on Cone Penetration Testing, ISSMGE. 2-23. Houlihan, M.F. and Blodgett, A.E. (1989). Landfill Geotechnical Evaluation-Charles City County Landfill. Draft Report No. P1123, Geosyntec Consultants, Inc. Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: An overview. Geotechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A Comparison of Electric Piezocone Tips at the Bothkennar Test Site. Geotechnique, 42(2), 369-375. Jamiolkowski, M., Ladd, C.C., Germain, J.T., and Lancellotta, R. (1985). New developments in field and laboratory testing of soils. Proceeding of the 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, 1, 57-153. Konrad, J.M. and Law, K.T. (1987). Preconsolidation pressure from piezocone tests in marine clays. Geotechnique, 37(2), 177-190. Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. Journal of Geotechnical Engineering, 113(2), 87–105. Konrad, J.M. and Law, K.T. (1987). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405. Kulhawy, F.H. and Mayne, P.W. (1990). Manual on estimating soil properties for foundation design, Report EL6800, EPRI, August. Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Ladd, C.C. and Foott, R. (1974). New Design Procedure for Stability of Soft Clays. ASCE Journal of the Soil Mechanics and Foundations, 100(7), 763-786. Lafleur, J., Silvestri, V., Asselin, R., and Soulie, M. (1988). Behavior of a Test Excavation in Soft Champlain Sea Clay. Canadian Geotechnical Journal, 25(4), 705-715. Larson, R., and Mulabdic, M. (1991). Piezocone Tests in Clay. Sweden Geotechnical institute Report, (42), 240 Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation Pressure of Champlain Clays: Part II, Laboratory Determination. Canadian. Long, M.M. and O'Riordan, N.J. (1988). The Use of Piezocone in the design of a deep basement in London clay. Penetration testing in the U.K.,Thomas Telford, London, 173-176. Lunne, T., Christoffersen, H.P., and Tjelta, T.I. (1985). Engineering Use of Piezocone Data in North Sea Clays. Proc. of 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, 2, 907-912. Lunne, T., Robertson, P.K., and Powell J.J.M. (1997). Cone penetrating testing: in geotechnical practice, Chapman, Hall. Lunne, T. & Christoffersen, H. P. & Tjelta, T. I. 1985. Engineering Use of Piezocone Data in North Sea Clays. Proceedings, 11th International Conference on Soil Mechanics and Foundation Engineering, Vol. 2, San Francisco, 907 – 912. Mahar, L.J. and O'Neill, M.W. (1983). Geotechnical characterization of desiccated clay. Journal of Geotechnical Engineering, 109(1), 56-71. Mayne, P.W. (1987). Detrmining Preconsolidation Stress and Penetration Pore Pressures from DMT Contact Pressure. ASTM Geotechnical Testing Journal, 10(3), 146-150. Mayne, P.W. (1988). Determining OCR from Laboratory Strength. ASCE Journal of the Soil Mechanics and Foundations, 114(1), 76-92. Mayne, P.W. and Bachus, R.C. (1988). Profiling OCR in Clays by Piezocone. Proc. of 1st International Symposium on Penetration Testing, Balkema, Rotterdam, 2, 857-864. Mayne, P.W. and Holtz, R.D. (1988). Profiling Stress History from Piezocone Soundings. Soils and Foundations, 28(1), 16-28. Mayne, P.W. (1989). Site Characterization of Yorktown Formation for New Accelerator. ASCE Journal of the Soil Mechanics and Foundations(GSP 22), New York, 1-15. Mayne, P.W., Kulhawy, F.W., and Kay, J.N. (1990). Observations on the development of pore-water stresses during piezocone penetration in clays. Canadian Geotechnical Journal, 27(3), 418-428. Mayne, P.W. (1992). Closure to Determination of OCR by Piezocone Tests. Soil and Foundations, 32(4), 190-192. Mayne, P.W. (2008). Piezocone Profiling of Clays for Maritime Site Investigations. 11th Baltic Sea Geotechnical Conference, Geotechnics in Maritime Engineering. Mayne, P.W., Woeller, D.J., and Niazi, F.S. (2010). Case history of axial pile capacity and load-settlement response by SCPT. 2nd International Symposium on Cone Penetration Testing, ISSMGE. 3-02 Mesri, G. (1993). Initial investigation of the soft clay test site at Bothkennar. Discussion, Géotechnique, 3, 503-504. Phoon, K.K. (2012). Personal communication. Powell, J.J.M. and Uglow, I.M. (1988). Dilatometer testing in stiff overconsolidated clays. Proc. of 39th Canadian Geotechnical Conference, Ottawa, 317-326. Powell, J.J.M. and Quarterman, R.S.T. (1988). The Interpretation of cone penetration tests in clays, with particular reference to rate effects. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 903-909. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Pro. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917. Ricceri, G., Simonini, P., and Cola, S. (2002). Applicability of Piezocone and Dilatometer to Characterize the Soils of the Venice Lagoon. Geotechnical and Geological Engineering, 20, 89-121. Rocha-Filho, P. and Alencar, J.A. (1985). Piezocone tests in the Rio De Janeiro soft clay deposit. Proc. of 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, 2, 859-862. Robertson, P. K., Campanella, R.G., Gillespie, D., and Greig, J. (1986). Use of piezometer cone data. Use of In Situ Tests in Geotechnical Engineering (GSP 6), 1263-1280. Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of 1st International Symposium on Penetration Testing, Orlando, 2, 831-841. Senneset, K., and Janbu, N. (1985). Shear Strength Parameters Obtained from Static Cone Penetration Tests. American Society for Testing and Materials, ASTM, Symposium, Philadelphia, 41-54. Senneset, K., Sandven, R., Lunne, T, By, T., and Amundsen, T. (1988). Piezocone tests in silty soils. Proc. of 1st International Symposium on Penetration Testing, Orlando, 2, 955 - 966. Sills, G.C., Almeida, M.S.S., and Danziger, F.A.B (1988). Coefficient of consolidation from piezocone dissipation tests in a very soft clay. Proc. of 1st International Symposium on Penetration Testing, Orlando, 2, 967-974. Spearman, C. (1904). General intelligence objectively determined and measured. American Journal of Psychology, 15, 201-293. Tanaka, Y., and Sakagami, T. (1989). Piezocone Testing in Underconsolidated Clay. Canadian Geotechnical Journal, 26, 563-567. Tavenas, F., and Leroueil, S. (1987). State of the Art on Laboratory and In-Situ Stress-Strain-Time Behavior of Soft Clays. Proceeding, International Symposium on Geotechnical Engineering of Soft Soils, Mexico City, 1-146. Tschuschke, W., and Walinski. (2005). CPTU In Soft Post-Flotation Sediments. Studia Geotechnical et Mechanica, XXVII(3-4), 121-132. Tschuschke, W.(2010). Assessment of strength parameters of copper ore post-flotation deposit based on CPTU. 2nd International Symposium on Cone Penetration Testing, ISSMGE. 3-36 Valsangar, A.J., Landva, A.O., and Alkins, J.C. (1985). Performance of a raft foundation supporting a multi-storey building. Proc. of 38th Canadian Geotechnical Conference, Edmonton, 315-323. Vesic, A.S. (1972). Expansion of cavities in infinite soil mass. ASCE Journal of the Soil Mechanics and Foundations, 98(3), 265-290. Vesic, A.S. (1977). Design of Pile Foundations. Synthesis of Highway Practice 42, Transportation Research Board, National Research Council, Washington, D.C., 68. Wei, L., Pant, R., and Tumay, M.T. (2010). Evaluation of undrained shear strength of soft New Orleans clay using piezocone. 2nd International Symposium on Cone Penetration Testing, ISSMGE. 2-12 Wroth, C.P. (1984). The interpretation of in-situ soils tests. Geotechnique, 34(4), 449-489. Wroth, C.P. (1988). Penetration testing: a rigorous approach to interpretation. Proc. of 1st International Symposium on Penetration Testing, Orlando, 1, 303-311. | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/65681 | - |
| dc.description.abstract | 現地的調查對於土木工程而言，Piezocone penetration tests(CPTU)在近幾十年來對於收集地下土壤參數來說非常受歡迎；利用Piezocone penetration tests (CPTU)收集針對地下垂直土壤剖面連續性的參數資訊。本研究將探討利用聯合常態分佈模擬CPTU試驗的錐尖阻抗、CPTU試驗錐面後部量測得知超額孔隙水壓力、不排水剪力強度、以及在輕度過壓密黏土中的過壓密比的可能性。
因此首先本研究收集上述在輕度過壓力黏土中的CPTU土壤參數，藉此建立起一個分析的土壤參數為聯合常態分佈的數據庫。此聯合常態分佈可以被使用於模擬分析的土壤參數之間彼此的相關性，以及利用在Bayesian分析中推導出分析中各參數間之相關方程式。 之後將會在於另一個數據庫中收集在輕度過壓密比黏土中上述分析的土壤參數所組成的另一個獨立數據庫，以及利用文獻中前人學著提出的經驗公式，與利用此聯合常態分布模擬分析中的土壤參數之間的相關性，與利用在Bayesian分析中推導出各參數間相關的方程式進一步進行驗證。 | zh_TW |
| dc.description.abstract | This study explores the possibility of modeling CPTU cone tip resistance, excessive pore pressure behind the cone, undrained shear strength, and overconsolidation ratio of lightly overconsolidated clays as a multivariate normal distribution. This is the second attempt made by the authors for modeling parameters of clays as multivariate normal distributions. This study compiles a large database of lightly overconsolidated clays to construct the multivariate normal distribution among the aforementioned soil parameters. This multivariate normal distribution is then used to simulate the correlations between soil parameters of interest and to derive useful equations for Bayesian inference. This constructed multivariate normal distribution and equations are further validated by another independent database of lightly overconsolidated clays as well as by empirical equations proposed in literature. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-16T23:58:40Z (GMT). No. of bitstreams: 1 ntu-101-R99521122-1.pdf: 4413270 bytes, checksum: 53f01e3f0f5410b4d71ac8f87402a137 (MD5) Previous issue date: 2012 | en |
| dc.description.tableofcontents | 目錄
口試委員審定書 I 誌謝 II 摘要 III Abstract IV 符號說明 V 目錄 VII 表目錄 X 圖目錄 XI 第一章緒論 1 1.1研究背景 1 1.2研究目的與方法 2 1.3本文內容 3 第二章文獻回顧 5 2.1前言 5 2.2參數與參數之間的關聯性 6 2.2.1不排水剪力強度與過壓密比之關係 6 2.2.2不排水剪力強度與正規化錐尖阻抗間之關係 6 2.2.3不排水剪力強度與正規化超額孔隙水壓力之關係 8 2.2.4過壓密比與正規化錐尖阻抗間之關係 8 2.2.5過壓密比與正規化超額孔隙水壓力間之關係 9 2.2.6過壓密比與孔隙水壓力常數間之關係 9 2.2.7經驗回歸CPTU試驗參數和不排水剪力強度、與過壓密比之關係 10 2.2.8理論CPTU試驗參數和不排水剪力強度、與過壓密比之關係 11 2.3資料庫： 13 2.3.1資料庫概述： 13 2.3.2分析資料庫(Calibration database)： 14 2.3.3驗證資料庫(Validation database)： 16 第三章研究方法 28 3.1前言 28 3.2建立聯合常態分佈 29 3.2.1判斷各參數的機率分佈 29 3.2.2建立聯合常態分佈 30 3.3.3當參數為非常態分佈時建立聯合常態分佈 31 3.3利用分析資料庫參數資訊建立聯合常態分佈與模擬結果 33 3.3.1分析資料庫參數資訊的應用 33 3.3.2模擬結果 36 3.3.3模擬各參數一階至四階期望值與分析資料庫比較 37 第四章分析結果與驗證 46 4.1前言 46 4.2利用聯合常態分佈模擬CPTU土壤參數之驗證 47 4.2.1正規化不排水剪力強度和過壓密比之關係 47 4.2.2過壓密比和正規化修正後總錐尖阻抗、正規化修正後有效錐尖阻抗、與正規化超額孔隙水壓力之關係 48 4.2.3孔隙水壓力常數和NKT、NKE、NΔu之關係 50 4.3貝氏分析 53 4.3.1前言 53 4.3.2貝氏分析介紹 53 4.3.3更新正規化不排水剪力強度期望值與變異數 54 4.3.4更新過壓密比期望值 56 4.3.5驗證推估出正規化不排水剪力強度和過壓密比之關係 57 4.3.6驗證推估出過壓密比和正規化修正後總錐尖阻抗、正規化修正後有效錐尖阻抗、與正規化超額孔隙水壓力之關係 58 4.3.7驗證推估出孔隙水壓力常數和NKT、NKE、NΔu之關係 59 第五章結論與建議 69 5.1結論 69 5.2未來方向與建議 72 參考文獻 73 附錄 A分析資料庫各參數資訊樣本點 83 附錄 B驗證資料庫各參數資訊樣本點 106 | |
| dc.language.iso | zh-TW | |
| dc.subject | 相關性 | zh_TW |
| dc.subject | 聯合常態分佈 | zh_TW |
| dc.subject | 工址特性 | zh_TW |
| dc.subject | 可靠度設計 | zh_TW |
| dc.subject | correlation | en |
| dc.subject | multivariate normal distribution | en |
| dc.subject | site characterization | en |
| dc.subject | CPTU tests | en |
| dc.subject | reliability-based design | en |
| dc.title | 利用聯合常態分佈模擬CPTU土壤參數 | zh_TW |
| dc.title | Modeling CPTU parameters of clays as a multivariate normal distribution | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 100-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 黃文昭(Wen-Chaoh Huang),劉家男(Chia-Nan Liu) | |
| dc.subject.keyword | 相關性,聯合常態分佈,工址特性,可靠度設計, | zh_TW |
| dc.subject.keyword | correlation,multivariate normal distribution,site characterization,CPTU tests,reliability-based design, | en |
| dc.relation.page | 131 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2012-07-17 | |
| dc.contributor.author-college | 工學院 | zh_TW |
| dc.contributor.author-dept | 土木工程學研究所 | zh_TW |
| 顯示於系所單位： | 土木工程學系 | |
文件中的檔案：
| 檔案 | 大小 | 格式 | |
|---|---|---|---|
| ntu-101-1.pdf 未授權公開取用 | 4.31 MB | Adobe PDF |
系統中的文件，除了特別指名其著作權條款之外，均受到著作權保護，並且保留所有的權利。