Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/10710
DC FieldValueLanguage
dc.contributor黃添坤zh_TW
dc.contributorTien-Kuen Huangen_US
dc.contributor.author林孟璇zh_TW
dc.contributor.authorLin, Meng-Syuanen_US
dc.contributor.other土木工程學系所zh_TW
dc.date2012en_US
dc.date.accessioned2014-06-06T06:45:55Z-
dc.date.available2014-06-06T06:45:55Z-
dc.identifierU0005-2208201214465100en_US
dc.identifier.citation[1]王少濂,“砂土中擴座地錨互制行為之研究”,朝陽科技大學營建工程系碩士論文,台中,2004 [2]李連明,“垂直錨版在鬆砂中水平曳阻力之研究”,國立中興大學土木工程研究所碩士論文,台中,2002。 [3]梁信盈,“深開挖中地中壁之三維分析” , 國立台北科技大學土木與防災研究所碩士論文,台北,2010。 [4]游子揚,“複合地盤結構及線程載力分析”,國立中央大學土木工程研究所碩士論文,桃園,1997。 [5]鄭志宏,“水平中心間距對垂直錨版在鬆砂中水平曵阻力之研究” ,國立中興大學土木工程研究所碩士論文,台中,2006。 [6]賴昆琪,“錨板在砂土中極限阻抗力之三維有限元素分析” ,國立中興大學土木工程研究所碩士論文,台中,2006。 [7]Akinmusuru, J. O., ” Horizontally Loaded Vertical Plate Anchor in Sand, ” Journal of Geotechnical Engineering, ASCE, Vol. 104, No.2, 1978, pp. 283-286. [8]Biarez, I., Boucraut, L. M. and Negre, R., “Limiting Equilibrium of Vertical Barriers Subjected to Translation and Rotation Forces,” Proceedings of the Sixth International Conference on Soil Mechanics and Foundation Engineering, Montreal, Canada, No. 2, 1965, pp. 386-372. [9]Birjukumar, M. and Baleshwar, S., “Pullout Behavior of Plate Anchors in Cohesive Soils,” Electronic Journal of Geotechnical Engineering, Vol. 16, Bund. K, 2011, pp. 1173-1184. [10]Caquot, A. and Kerisel, L., Traite De Macanique Des Sols. Gauthier- Villars, Paris, France, 1949. [11]Das, B. M ., Seeley, G. R. and Das, S. C., “Pullout Resistance ofVertical Anchor,” Journal of Geotechnical Engineering, ASCE, Vol. 101, NO. 1, 1975, pp. 87-91 [12]Das, B. M. and Seeley, G. R., “Load-Displacement Relationship for Vertical Anchor Plates,” Journal of Geotechnical Engineering, ASCE, Vol. 101, No. 7, 1975, pp. 711-715. [13]Das, B. M., Seeley, G. R. and Das, S. C., “Ultimate Resistance of Deep Vertical Anchor in Sand,” Soils and Foundations, Vol. 17, No. 2, 1977, pp. 52-56. [14]Das, B. M. Advanced Soil Mechanics, second edition, Taylor & Francis Group, London, 1997, pp. 399-405. [15]Dickin, E. A. and Leung, C. F., ”Evaluation of Design Methods for Vertical Anchor Plates,” Journal of Geotechnical Engineering, ASCE, Vol. 111, No. 4, 1985, pp. 500-520. [16]Dickin, E. A., “Uplift Behavior of Horizontal Anchor Plates in Sand,” Journal of Geotechnical Engineering, ASCE, Vol. 114, No. 11, 1988, pp. 1300-1317 [17]Duncan, J. M. and Mokwa, R. L., “Passive Earth Pressures: Theories and Tests,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 127, No. 3, 2001, pp. 248-257 [18]Ghaly, A. and Hanna, A., “Ultimate Pullout Resistance of Single Vertical Anchors,” Canadian Geotechnical Journal, Vol. 31, No. 5, 1994, pp. 661-672. [19]Ghaly, A. M. and Clemence, S. P., “Pullout Performance of Inclined Helical Screw Anchors in Sand,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 124, No. 7, 1998, pp. 617-627. [20]Hoek, E. and Brown, E. T., “Undergroud Excavation in Rock,” The Institute of Mining Metallyrgy, 1980. [21]Khatri, V. N. and Kumar, J., “Vertical Uplift Resistance of Circular Plate Anchorsin Clays under Undrained Condition, ”Computers and Geotechnics, Vol. 36, No. 8, 2009, pp.1352-1359. [22]Mehryar, Z. and Hu, Y., “Pull-out Capacity of Circular Plate Anchor in clay-FE analysis, ” In Proc. Numerical Models in Geomechanics, NUMOG VIII, Rome, Italy , 2002, pp.507-513. [23]Merifield, R. S., Sloan, S. W. and Yu, H. S., “Stability of plate Anchors in Undrained Clay, ” Geotechnique, Vol. 51, No. 2, 2001, pp.141-153. [24]Meyerhof, G. G. and Adams, J. L., “The Ultimate Uplift Capacity of Foundations,” Canadian Geotechnical Journal, Vol. 5, No. 4, 1968, pp. 225-244. [25]Meyerhof, G. G., “The Ultimate Bearing Capacity of Foundations,” Geotechnique, No. 2, 1951, pp. 301-332. [26]Meyerhof, G. G., “Uplift Resistance of Inclined Anchors and Piles,” Proceedings of the Eighth International Conference on Soil Mechanics and Foundation Engineering, Moscow, USSR, No. 2.1, 1973, pp. 167-172. [27]Murray, E. J. and Geddes J. D., “Uplift of Anchor Plates in Sand,” Journal of Geotechnical Engineering, ASCE, Vol. 113, No. 3, 1987, pp. 202-215. [28]Murray, E. J. and Geddes, J. D., “Resistance of Passive Inclined Anchor in Cohesionless Medium,” Geotechnique, Vol. 39, No. 3, 1989, pp. 417-431. [29]Murray, E. J. and Geddes, J. D., “Passive Inclined Anchors in Sand Medium, ” Journal of Geotechnical Engineering, ASCE, Vol. 117, No. 5, 1991, pp. 810-814. [30]Neely, W. J., Stuart, J. G. and Graham, J., “Failure Loads of Vertical Anchor Plates in Sand,” Journal of the Soil Mechanics and Foundation Engineering Division, ASCE, Vol. 99, 1973, pp. 669-685 [31]Oveson, N. K. and Stromann, H., “Design Methods for Vertical Anchor Slabs in Sand,” Proceedings of Specialty Conference on Performance of Earth and Earth Supported Structures, ASCE, No. 2.1, 1972, pp. 1481-1500 [32]Plaxis 3D Foundation Version 2 User Manual, Netherlands, 2007. [33]Rao, K. S. and Kumar, J., “Vertical Uplift Capacity of Horizontal Anchors,” Journal of Geotechnical Engineering, ASCE, Vol. 120, No. 7, 1994, pp. 1034-1047. [34]Rowe, R. K. and Davis, E. H., “The Behaviour of Anchor Plates in Sand,” Geotechnique, Vol. 32, No. 1, 1982, pp. 25-41. [35]Sokolovski, V. V., Statistics of Granular Media. Pergamon Press, New York, 1965. [36]Thorne, C. P., Wang, C. X. and Carter, J. P. “Uplift Capacity of Rapidly Loadedstrip Anchors in Uniform Strength Clay,” Geotechnique, Vol.54, No. 8, 2004, pp. 507-517. [37]Wang, D., Hu, Y. and Randolph, M. F. “Three-dimensional Large Deformation Finite-Element Analysis of Plate Anchors in Uniform Clay,” Journal of Geotechnicaland Geoenvironmental Engineering, Vol. 136, No. 2, 2010, pp. 355-365. [38]Wang, M. C. and Wu, A. H., “Yielding Load of Anchor in Sand,” Proceedings of Application of Plasticity and Generalized Stress-Strain in Geotechnical. Engineering, ASCE, Reston, 1980, pp. 291-307.en_US
dc.identifier.urihttp://hdl.handle.net/11455/10710-
dc.description.abstract現今電腦的發展進步迅速,應用有限元素法於各項工程問題之分析能更加明確且快速求得結果,而錨版於土壤中之力學行為及變形機制是值得重視之課題,故本研究利用Plaxis 3D Foundation有限元素分析軟體進行埋設於鬆砂中之錨版相關力學行為探討。 本研究針對水平與垂直錨版於鬆砂中,在不同的埋入比情況下,進行三維度有限元素分析,並就分析結果與相關理論和實驗成果加以比較討論。 研究結果顯示,垂直錨版與水平錨版於鬆砂中,阻抗力隨著埋入比的增加而增加,前者臨界埋入比介於5-6之間,後者約為6。於臨界埋入比之前,地表土壤有隆起現象,其推擠變位情形會延伸到地表,臨界埋入比後之深層變位僅侷限於接近錨版前方之某一範圍內,而不會延伸至地表。zh_TW
dc.description.tableofcontents摘要.................................i 目錄.................................ii 表目錄...............................iv 圖目錄...............................v 第一章 緒論...........................1 1.1. 前言 ............................1 1.2. 研究動機和目的 ...................2 1.3. 研究方法.........................3 1.4. 內容架構...... ...................3 第二章 文 獻 回 顧....................6 2.1. 垂直錨版.........................6 2.2. 水平錨版...... ...................13 2.3 實驗研究..........................17 2.4 臨界埋入比..... ...................18 2.5. 尺寸效應與形狀因子...............20 2.6 有限元素分析法....................22 第三章 PLAXIS 數值分析軟體介紹........ 41 3.1. PLAXIS有限元素軟體...............41 3.1.1. PLAXIS 軟體簡介................41 3.1.2. 有限元素法概述.................42 3.2. 分析步驟.........................44 3.3. 數值分析模型建立.................44 3.3.1. 模型尺寸大小 ...................45 3.3.2. PLAXIS材料之組合律.............45 3.3.3. 土壤材料參數 ...................48 3.3.4. 版元素...... ...................49 3.3.5. 邊界條件.......................50 3.3.6. 網格生成.......................50 第四章 數值分析結果與討論.............58 4.1. 垂直錨版.........................58 4.1.1. 垂直錨版極限阻抗力及位移....... 59 4.1.2. 垂直錨版相關研究成果之比較..... 59 4.2. 水平錨版...... ...................60 4.2.1. 水平錨版極限阻抗力及位移....... 61 4.2.2. 水平錨版相關研究成果之比較..... 61 第五章 結論與建議.....................82 5.1. 結論.............................82 5.2. 建議.............................83 參考文獻..............................84zh_TW
dc.language.isozh_TWen_US
dc.publisher土木工程學系所zh_TW
dc.relation.urihttp://www.airitilibrary.com/Publication/alDetailedMesh1?DocID=U0005-2208201214465100en_US
dc.subject錨版zh_TW
dc.subjectanchoren_US
dc.subject極限阻抗力zh_TW
dc.subject有限元素zh_TW
dc.subjectultimate resistanceen_US
dc.subjectfinite element analysisen_US
dc.title錨版在鬆砂中極限阻抗力之三維有限元素分析zh_TW
dc.titleThree Dimensional Finite Element Analysis of Ultimate Resistance of Anchor in Loose sanden_US
dc.typeThesis and Dissertationzh_TW
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.openairetypeThesis and Dissertation-
item.cerifentitytypePublications-
item.fulltextno fulltext-
item.languageiso639-1zh_TW-
item.grantfulltextnone-
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