Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/32999
DC FieldValueLanguage
dc.contributor林俐玲zh_TW
dc.contributor.author陳聰文zh_TW
dc.contributor.authorChen, Chong-Wunen_US
dc.contributor.other水土保持學系所zh_TW
dc.date2013en_US
dc.date.accessioned2014-06-06T07:44:39Z-
dc.date.available2014-06-06T07:44:39Z-
dc.identifierU0005-1608201317311800en_US
dc.identifier.citation一、中文 1.中央氣象局關仔嶺氣象站(民國82~98年)。 2.中埔鄉公所(2011),三層村八寶寮坡地崩塌整治工程整體規劃報告 3.王鑫(1988)地形學, 台北: 聯經出版有限公司。 4.石再添(1973)地形學,中山自然科學大辭典第六冊。 5.行政院農業委員會水土保持局(2005),水土保持手冊。 6.行政院農業委員會水土保持局(2010),水土保持手冊。 7.李三畏(1986),奧地利與台灣地區之防砂工程,中華水土保持學報第17卷第2期,P.15~26。 8.何春蓀(1985)。《普通地質學》,台北:五南圖書出版公司。 9.吳宏昭(1995),阿里山公路低海拔路段邊坡崩滑特性之研究,國立成功大學土木工程研究所碩士論文。 10.許中立(1997),降雨滲透對邊坡穩定影響之研究,國立中興大學水土保持學系博士論文。 11.徐鐵良,「地質與工程」,中國工程師學會出版,1994。 12.陳信雄(1974),日雨量與相對逕流量關係式之研究,臺大實驗林研究報告 113:69-72。 13.陳信雄,1988,水土保持學,正中書局。 14.陳信雄等人(1995),坡地開發與邊坡穩定調查及防治技術之研究(二),臺大實驗林研究報告 9(4):41-51 [農委會83科技-2.10-林-10(1)]。 15.陽友奎、周迎慶、姜瑞琪、賀咏梅、彭傳、原振華(2005),坡面地質災害柔性防護的理論與實踐,科學出版社。 16.黃振全 (2010),台14線88K地滑區滑動機制與風險管理之研究,國立中興大學水土保持學系博士論文。 17.張石角(1993),臺灣海岸之自然環境與國土資源評估。 18.張石角(1992),「台灣地質分區邊坡崩塌類型及其預測方法(一)-技術轉移講習班講義」。 19.鄭裕適 (2012),166線80K地滑區滑動機制之研究,國立中興大學水土保持學系碩士論文。 20.謝豪榮(1980)中興嶺地滑地之觀測,中華水土保持學報,十一卷, 二輯,第33~52頁。 二、外文 1.Varnes.D.J(1958),Landslide Types and Process. In Landslides and Engineering Practice. 2.Varnes(1978),山崩分類評估條件。 3.小橋澄治(1985)地すべり、崩壞、土石流,鹿島出版社。 4.山口真一(1974)地すべり、山崩~實態對策,大明堂。 5.山口真一(1977)地下水位を間隙水壓として地すべりの安全率を計算すゐ場合,浸透力を無視すゐことの危險につて,地すべり。 6.日本建設廳(1973)全國地すべりがけ崩れ對策協議會:地すべり對策。 7.吉松弘行(1981)降雨と地すべり運動,地すべり。 8.渡正亮、小橋澄治(1987),「地すべリ.斜面崩壞の予知と對策」,山海堂。 9.滕原明敏(1970),「地滑調查與解析」,理工圖書株式會社。 10.藤原明敏,「地滑解析與防止對策」,理工圖書株式會社(1979)。en_US
dc.identifier.urihttp://hdl.handle.net/11455/32999-
dc.description.abstract172線48K崩塌坡地位於嘉義縣中埔鄉三層村及東興村,2009年莫拉克風災及2010年凡那比颱風時,因豪雨而造成邊坡坍滑,為恐再次降雨發生而二度崩塌,造成嚴重土砂災害或土石流,危及區內住戶生命財產安全及上游172縣道、研究區內農業用地約30公頃、15棟屋舍、6座橋梁及道路等公共設施損壞,故本研究展開調查穩定分析及整治對策。 本研究調查崩塌地基本資料、地質鑽探、崩塌地現況等工作做出穩定性分析來發展出治理對策,另外增加邊坡傾度管及地下水監測工作,傾度管監測為傾度管裝設完成後及暴雨後各量測1次,地下水監測為自動化量測,期程為2011年6月至2011年12月止。 經調查結果,本研究區出露之地層由上游至下游由老而新依序為鳥嘴層、沄水溪層、六重溪層及崁下寮層岩性分佈,其地層走向約為北偏東30度至50度,向西北傾斜約25度至70度以上;依據地質鑽探結果,可發現各孔皆有厚度達30至40公尺之軟弱泥質角礫岩分佈,推測為古老崩塌殘存之古崩積地層。 根據本研究現場地質調查成果,研究區邊坡主要破壞型態為覆蓋於坡面上之崩積層產生滑動破壞。研究區冠部之172線邊坡滑動型式屬崩積土層與岩層界面間之複合型滑動,故本研究依據探測結果所得之地層剖面、地下水位資料、土層力學參數等資訊,進行邊坡穩定性分析,並藉由分析成果得到最可能發生之邊坡破壞面與安全係數值,提供爾後工程設計參考。zh_TW
dc.description.abstractThe collapse and landslide area of county NO. 172, 48k is located at San Tseng Village and Dong Xing Village in Zhongpu Township of Chiayi County. During the rainfall of Typhoon Morakot in 2009 and Typhoon Fanapi in 2010, the rain caused the collapse of the slide slope. To prevent further collapse that may lead to serious soil and sand hazard or debris flood that may jeopardize the lives and properties of residents living in that area, as well damage to the infrastructure such as the upstream #172 county road, the 30 hectares of agricultural land in the planned area, 15 houses, 6 bridges and relevant roads, This study is developed to execute investigation and dredging. The activities to be executed for this study include the basic information of the collapsed land, geological exploratory drilling, current situation of the collapsed land and the engineering planning of the dredging work, etc. Further, the side slope inclinometer and the groundwater monitoring work was also implemented. The inclinometer was measured for once after the installation and the storm respectively; whereas, the groundwater monitoring was conducted automatically from June 2011 to December 2011. The investigation result indicated that the strata exposed in the Planned Area were presenting the following lithological distribution, sequentially from upstream to downstream and from old and to new, of Wutsui Formation, Yungshuishi Formation, Liuchungshi Formation and Kanxialiau Formation, which run north by east for 30 to 50 degrees and inclining to the northwest for 25 to 70 degrees and above. According to the result of geological exploratory drilling, we can see that each hole contains 30 to 40 meters of soft muddy breccia rock, which is considered as the ancient colluvial stratum remaining from the older collapse action. It is considered that the collapse and destructive stratum exposed at the side slope is the progressive erosion effect of the creek from the old colluvial layer. Therefore, a short-term dredging program is developed for the above-said collapsed land for which, the improvement will be taken to eliminate the water outside the surface and to protect the slope face in the progressive erosion area. Further, retaining wall piles will also be planted along Jia-#172-route to penetrate the potential sliding surface and enhance the sliding resistant capacity. As for medium and long term program, two sand-checking weirs will be erected at the middle stream in the branch of the Touchien River for achieving siltation and protect the side slope toe from being washed away. Aiming to the natural eroded trench inside the side slope, a series of consolidation facilities should also be constructed to inhibit the slope face eroding effect.en_US
dc.description.tableofcontents誌謝 i 中文摘要 ii Abstract iii 目 次 v 表目次 vii 圖目次 viii 第一章 前言 1 1-1 研究動機 1 1-2 研究目的 1 1-3 研究流程項目及內容 1 第二章 文獻回顧 4 2-1 崩塌地之定義 4 2-2 崩塌類型的分類 5 2-3 崩塌地之調查與試驗 9 2-4 地滑與崩塌的區別 10 2-5 降雨與崩塌之關係 12 第三章 研究材料及方法 15 3-1 區域概況 15 3-1-1 地理位置及地形概況 15 3-1-2 人文概況 18 3-1-3 氣象水文 20 3-1-4 土地利用調查 22 3-1-5 歷年災害情形 25 3-2 地質與土壤 26 3-2-1 區域地質概況 26 3-2-2 土壤 33 3-3 現況調查 34 3-4 地質鑽探 37 3-5 地球物理探測(RIP) 43 3-6 地下水位分析 49 3-7 傾度管監測 51 第四章 結果與討論 54 4-1 地質鑽探結果 54 4-2 地球物理探測(RIP)結果 59 4-3 滑動層調查(岩心判釋成果) 63 4-4 地下水位監測結果 65 4-5 傾度管監測結果 68 4-6 邊坡穩定分析 73 4-7 研究區土砂分析 75 4-8 治理對策 80 4-8-1 野溪治理工法 80 4-8-2 崩塌地治理工法 84 第五章 結論與建議 88 5-1 結論 88 5-2 建議 90 參考文獻 91zh_TW
dc.language.isozh_TWen_US
dc.publisher水土保持學系所zh_TW
dc.relation.urihttp://www.airitilibrary.com/Publication/alDetailedMesh1?DocID=U0005-1608201317311800en_US
dc.subject崩塌zh_TW
dc.subjectCollapseen_US
dc.subject向源侵蝕zh_TW
dc.subject邊坡滑動zh_TW
dc.subjectHeadward Erosionen_US
dc.subjectSlope Slidingen_US
dc.title172線48K崩塌機制及治理對策之研究zh_TW
dc.titleA Study on Mechanism and Control at the Slope of County No. 172, 48kmen_US
dc.typeThesis and Dissertationzh_TW
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextno fulltext-
item.grantfulltextnone-
item.cerifentitytypePublications-
item.languageiso639-1zh_TW-
item.openairetypeThesis and Dissertation-
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