Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/16441
DC FieldValueLanguage
dc.contributor徐登文zh_TW
dc.contributor陳肇成zh_TW
dc.contributor.advisor黃添坤zh_TW
dc.contributor.author廖勝弘zh_TW
dc.contributor.authorLaiw, Shen-Hungen_US
dc.contributor.other中興大學zh_TW
dc.date2012zh_TW
dc.date.accessioned2014-06-06T06:55:26Z-
dc.date.available2014-06-06T06:55:26Z-
dc.identifierU0005-1608201110290500zh_TW
dc.identifier.citation1.林志陽(2008),“現有公路擋土牆力學行為之研究”,國立中興大學土木工程研究所碩士論文。 2.廖敏坤(1996),“傾斜式擋土牆力學行為之研究”,國立中興大學土木工程研究所碩士論文。 3.施國欽(2004),“大地工程學(二)基礎工程篇”,文笙書局。 4.林佳蓁(2007),“兩階式擋土牆力學行為之研究”,國立中興大學土木工程研究所碩士論文。 5.王家祥(2004),“重力式擋土牆邊坡安全性影響因子之研究”,國立中興大學水土保持研究所碩士論文。 6.歐章煜(2002),“深開挖工程-分析設計理論與實務”,科技圖書公司。 7.鄭柏威(2008),“應用PLAXIS 程式分析SMW擋土壁特性與開挖變形之關係”, 國立台灣科技大學營建工程系研究所碩士論文。 8.交通部公路總局(2005),“道路工程參考圖”。 9.廖瑞堂(2003),“邊坡穩定及保護之設計準則研訂與解說”,交通部台灣區國道新建工程局。 10.B.M.Das(2004), “Principle of Geotechnical Engineering 5E”,PWS Publishing Company,Boston. 11.Mononobe, N.(1929),“Earthquake-Proof Construction of Masonry Dams,” Proceedings, World Engineering Conference 9, 176-182. 12.Okabe, S. (1926), “General Theory of Earth Pressure,” Journal of the Japanese Society of Civil Engineers, 12(1). 13.PLAXIS bv (2010), PLAXIS 2D Reference Manual, P. O. Box 572, 2600 An Delft, Netherlands.zh_TW
dc.identifier.urihttp://hdl.handle.net/11455/16441-
dc.description.abstractThe upper slopes of the mountainous roads in Taiwan are often so steep and furthermore the road width is too narrow. As a result, the road construction should be carried out in the lower slopes with retaining walls under the condition of limited backfill area. Besides, the leaned-back retaining walls are usually adopted in the road construction. However, there is not much analysis and research related to leaned-back retaining walls. Therefore, this thesis aims to conduct a research of mechanical behavior for leaned-back cantilever retaining walls under different limited backfill area. It is expected that the findings of this study can be used as references for the construction organizations concerned. This study carries out the stability analysis and discussion for some examples of leaned-back retaining walls, and probes into the mechanical behavior of the same examples using computer program PLAXIS. From the analyzed results, it can be summarized as follows: Firstly, with the increase of the width of limited backfill, the safety factors of leaned-back retaining walls in different heights against the overturning, slide, and bearing capacity of the retaining wall base tend to decrease. Secondly, the results from the analysis of PLAXIS program show that in terms of the entire deformation and the horizontal movement, there is apparently greater subsidence at the top of the backfill if it takes the equivalent soil weight of 60 cm height. On the other hand, with the increase of the width of limited backfill, the deformed area will become larger and tend to go downwards and backwards. Thirdly, regardless of the width of limited backfill, for the upper part, the horizontal stress behind the wall tends to increase with the increase of the depth of backfill area; for the lower part, especially close to the base of the wall, there is a nearly even distribution. Fourthly, leaned-back retaining walls, regardless of their heights and different widths of limited backfill area, bring about greater vertical stress at the wall heel, which is supposed to be related to the geometry of leaned-back retaining walls.en_US
dc.description.abstract台灣山區公路,因受路幅限制以及上邊坡陡峭之影響,故須於下邊坡擋土牆背填區受侷限情況下施工,且大都採用倚臂式擋土牆,但倚臂式擋土牆相關之分析、設計研究並不多見,故本論文針對倚臂式擋土牆在不同受侷限情況下進行力學行為之研究,期能提供相關工程單位參考使用。 本研究以倚臂式擋土牆為範例,進行穩定性分析與檢討並利用PLAXIS電腦程式探討相關研究範例之力學行為,由研究結果得知:(1)不同高度之倚臂式擋土牆,其抗傾倒、抗滑及牆底承載之安全係數,均隨背填土侷限寬度增加,有減少趨勢;(2)由PLAXIS程式分析結果得知,就整體變形及水平變位而言,於背填土上方承受60cm等值土重之情況下,顯然頂部土壤有較大之沉陷,而隨著背填土侷限寬度增加,較大變形範圍有向下方及後方發展,且有增大之趨勢;(3)不論背填土侷限寬度如何,沿著牆身背後水平應力之變化情形,上半段部份有隨著深度逐漸增加之趨勢,而下半段尤其接近牆底部份,有近乎均勻分佈型態;(4)倚臂式擋土牆不論牆高或不同背填土侷限,於牆踵處有較大之土壤垂直應力發生,應與倚臂式擋土牆之幾何形狀有關。zh_TW
dc.description.tableofcontents目次 誌謝………………………………………………………………………I 中文摘要………………………………………………………………II 英文摘要………………………………………………………………III 目次……………………………………………………………………IV 表目錄…………………………………………………………………VII 圖目錄…………………………………………………………………VIII 第1章 緒論 14 1.1 前言 14 1.2 研究動機 14 1.3 研究方法 15 1.4 研究內容 16 第2章 文獻回顧 17 2.1 極限狀態理論 17 2.2 土壓力理論 17 2.2.1 靜止土壓力 17 2.2.2 Rankine 土壓力理論 18 2.2.3 Coulomb 土壓力理論 20 2.2.4 Mononobe-Okabe動態土壓力 21 2.2.5 莫耳-庫倫破壞準則(Mohr-Coulomb failure criteria) 24 2.3 擋土牆牆體穩定性 25 2.4 土壤彈塑性模式 28 第3章 分析方法 36 3.1 分析方法 36 3.2 PLAXIS 2D數值分析程式 36 3.2.1 Input (輸入) 單元 37 3.2.2 Calculation (計算) 單元 38 3.2.3 Output (輸出) 單元 38 3.2.4 莫爾庫倫(Mohr-Coulomb)模式 39 3.2.5 莫爾庫倫模式之基本參數 40 第4章 研究範例之工程設計分析 42 4.1 研究範例 42 4.2 設計參數 42 4.3 擋土牆牆身分析 43 4.4 土壓力分析 44 4.5 擋土牆穩定檢核 46 4.6 不同背填土侷限寬度之影響 50 第5章 研究範例之PLAXIS 2D程式數值分析 53 5.1 研究範例 53 5.2 研究範例分析結果與討論 54 5.2.1 研究範例一 55 5.2.2 研究範例二 75 5.2.3 研究範例三 91 第6章 結論與建議 107 5.1 結論 107 5.2 建議 108 參考文獻 110zh_TW
dc.language.isoen_USzh_TW
dc.publisher土木工程學系所zh_TW
dc.relation.urihttp://www.airitilibrary.com/Publication/alDetailedMesh1?DocID=U0005-1608201110290500en_US
dc.subjectbackfillen_US
dc.subject背填土zh_TW
dc.subjectretaining wallen_US
dc.subjectsafety factoren_US
dc.subject擋土牆zh_TW
dc.subject安全係數zh_TW
dc.titleThe Analysis of Mechanical Behavior for Retaining Wall with Limited Backfill Areaen_US
dc.title擋土牆背填區侷限情況下之力學行為分析zh_TW
dc.typeThesis and Dissertationzh_TW
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextno fulltext-
item.grantfulltextnone-
item.cerifentitytypePublications-
item.languageiso639-1en_US-
item.openairetypeThesis and Dissertation-
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