Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/34770
標題: 地震與降雨引起順向坡崩塌之研析
A study of dip-slope landslide induced by earthquake and rainfall
作者: 黃得勝
Huang, De-Sheng
關鍵字: dip-slope;順向坡;landslide;FLAC;GeoStudio program;electrical resistivity image profile;崩塌;FLAC程式;GeoStudio程式;地電阻影像剖面法
出版社: 水土保持學系所
引用: [1] 王士榮(2002),「以位移法分析自然邊坡在地震力作用下的平面式破壞」,國立成功大學資源工程學系碩士論文。 [2] 王子賓(2005),「結合地電阻影像剖面法及透地雷達法調查DNAPLs之案例研究」,國立中央大學應用地質研究所碩士論文。 [3] 行政院農業委員會水土保持局(2003),「水土保持技術規範」。 [4] 李維峰、張嘉峰、梅興泰、蔡道賜(2006),「地電阻影像剖面探測法於地下工程之應用」,地工技術,第108期,第91-104頁。 [5] 洪如江(2002),「順向坡之破壞與穩定」,地工技術,第94期。 [6] 洪如江、李宗德、郭俊毅、張文城、張錦文、林啟文、李燕玲(1989),「變質岩順向坡力學性質與穩定性之研究(報告之一)」,行政院國家科學委員會災科技研究報告77-47號。 [7] 洪瑛鈞、尤仁弘、林志平、廖志中、胡賢能、張振成(2006),「地電阻剖面影像探測在新竹斷層調查之應用」,岩盤工程研討會論文集,第559-568頁,2006年,6月26-27日,台南。 [8] 范嘉程、馮道偉(2003),「以有限元素法探討暴雨時邊坡之穩定分析」,地工技術,第95期,第61-74頁。 [9] 陳佑邦(2001),「應用地電阻影像剖面法於新城斷層之研究」,國立中央大學地球物理研究所碩士論文。 [10] 陳志昌(2001),「FLAC程式應用於土壤邊坡穩定分析」,國立中央大學應用地質研究所碩士論文。 [11] 陳水龍、林群富(2004),「有限元素法應用在林肯大郡邊坡滑動破壞案例之探討」,國立台北科技大學學報,第37-1期。 [12] 陳奕嘉(2005),「地電阻影像剖面法應用之介紹」,地質期刊,第24卷,第2期,第46-53頁。 [13] 陳培源(2008),「台灣地質」,台灣省應用地質技師公會。 [14] 連進春(2004),「建築技術規則山坡地建築專章條文探討」,國立中央大學土木工程學系碩士論文。 [15] 梅興泰、鄭富書、蔡道賜(2006),「地電阻影像剖面法對非均質地下實體之模擬分析」,技術學刊,第21卷,第4期,第369-382頁。 [16] 張元良(2004),「以剪力強度折減法進行邊坡穩定分析之研究」,國立中興大學土木工程學系博士論文。 [17] 張光宗、賴丞昶、林德貴(2008),「集集地震誘發紅菜坪地滑分析」,中華水土保持學報,第39卷,第3期,第329-344頁。 [18] 黃皇嘉、溫志超、謝孟益(2005),「降雨量大小對土壤入滲機制之影響」,農業工程學報,第51卷,第1期,pp.34-45。 [19] 馮正一(2008),「坡地保育處理對入滲與邊坡穩定效益評估(一)」,農委會水土保持局計畫報告。 [20] 趙世傑(2007),「土石壩之動態數值模擬」,朝陽科技大學營建工程系碩士論文。 [21] 潘國樑(1991),「坡地開發與調查」,詹氏書局,台北。 [22] 潘國樑(1999),「地工小百科」,地工技術,第71期,第97-98頁。 [23] 潘如蕙(2007),「剪力強度折減法應用於層狀土壤邊坡之穩定性研究」,國立成功大學資源工程學系碩士論文。 [24] 蔡嘉信(2008),「應用地電阻法研究南崁斷層」,國立中央大學地球物理研究所碩士論文。 [25] 謝尚佑(2006),「利用近年大規模地震的強震資料修正Newmark經驗式」,國立中央大學應用地質研究所碩士論文。 [26] Abramson, L. W., Lee, T. S., Sharma, S. and Boyce, G. M. (2002) “Slope stability and stabilization methods 2nd edition”, John Wiley & Sons, Inc., New York. [27] Bowles, J. E. (1988) “Foundation analysis and design ”, Fourth Edition. [28] Cho, S.E. and Lee, S.R. (2001) “Instability of unsaturated soil slopes due to infiltration”, Computers and Geotechnics(28), pp.185-208. [29] FLAC 5.0 (2005) “Fast Largrangian Analysis of Continua”, User’s Manual, HCItasca Consulting Group, Inc. [30] Fredlund, D.G. and Rahardjo, H. (1993) “Soil mechanics for unsaturated soils”, New York: John Wiley & Sons. [31] Gasmo, J. M., Rahardjo, H., and Leong, E.C. (2000) ”Infiltration effects on stability of a residual soil slope”, Computers and Geotechnics(26), pp. 145-165. [32] Geo-SLOPE International Ltd. (2007) “Seepage Modeling with SEEP/W 2007”. [33] Geo-SLOPE International Ltd. (2007) “Stability Modeling with SLOPE/W 2007”. [34] Geo-SLOPE International Ltd. (2007) “Stability Modeling with SIGMA/W 2007”. [35] Goodman, R. E. (1980) “Introduction to rock mechanics”, John Wiley & Sons, Inc. [36] Hoek, E. and Bray, J.W. (1981) “Rock slope engineering”, Institution of mining and metallurgy. [37] Kulhawy, F. H., and Mayne, P. W. (1990) “Manual on Estimating Soil Properties for Foundation Design”, Electric Power Research Institute Research Project. [38] Loke, M. H. (2004) “Tutorial : 2-D and 3-D electrical imaging surveys”, Geotomo Software, www.geoelectrical.com. [39] Mitchell, J. K. (1976) “Fundamentals of Soil Behavior”, John Wiley and Sons, New York. [40] Newmark (1965) “Effects of earthquakes on dams and embankments”, Geotechnique(15), pp.139-160. [41] Peck, R. B., Hanson, W. E. and Thornburn, T. H. (1974) “Foundation Engineering”, John Wiley and Sons, New York. [42] RES2DINV (2007) “RES2DINV Ver.3.56 for Windows 98/Me/2000/NT/XP”, Geotomo Software, www.geoelectrical.com. [43] Richards et al. (1978) “Appraisal of stability conditions in rock slopes”, a contribution to Foundation Engineering in difficult ground. [44] Sreedeep, S. and Singh, D. N. (2005) “Estimating unsaturated hydraulic conductivity of fine-grained soils using electrical resistivity measurements”, Journal of ASTM international, vol.2, no.1, pp.1-11. [45] Turner, A. K. and Schuster, R. L. (1996) “Landslides Investigation and Mitigation”, National Academy of Sciences. [46] Wolff, R. G. (1982) “Physical properties of rocks—proposity, permeability, distribution coefficients and dispersivity”, U.S.G.S Water-resources investigations, Open-File Report 82-166.
摘要: 
本研究討論地震與降雨引起順向坡崩塌之課題,以分析程式與現地試驗為主要工具,對台中東勢林場二八甲地邊坡進行深入討論。由FLAC程式分析結果得試區於地震發生時因坡底崩塌使得邊坡喪失基腳支撐,進而造成大規模順向坡崩塌。由GeoStudio程式分析結果得辛樂克颱風降雨入滲可能造成試區淺層崩塌及下方擋土牆變形。本研究亦應用地電阻影像剖面法概估地層分布情形,配合鑽探結果推測可能滑動面位置。另模擬經規劃整治工程之試區邊坡,發現新建橫向排水溝確能有效攔阻來自試區上方之降雨水分,但排水溝與擋土牆間的降雨水分仍對邊坡構成威脅。

This study uses programs and field tests to discuss the dip-slope landslide induced by earthquake and rainfall. The result by using FLAC program shows that the landslide occurs at the toe of slope when the earthquake happened, and then makes the huge dip-slope landslide of entire slope. The result by GeoStudio program shows that infiltration by the rainfall during the Sinlaku typhoon caused surface landslide and deformation of retaining wall possibly. For applying the electrical resistivity imagine profile method, this study shows that Resistivity Image Profile (RIP) results can be used to roughly estimate the distribution of the strata and location of groundwater surface with borehole test result. This study also used GeoStudio program to analyze the engineered dip-slope after the Sinlaku typhoon. It is concluded that the new lateral drain can block the rainfall on top of slope, but the residual water still affects the stability of slope.
URI: http://hdl.handle.net/11455/34770
其他識別: U0005-1607200912031200
Appears in Collections:水土保持學系

Show full item record
 

Google ScholarTM

Check


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.