請用此 Handle URI 來引用此文件：
http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/73877完整後設資料紀錄
| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 楊國鑫(Kuo-Hsin Yang) | |
| dc.contributor.author | Chien-Cheng Lo | en |
| dc.contributor.author | 駱建澄 | zh_TW |
| dc.date.accessioned | 2021-06-17T08:12:35Z | - |
| dc.date.available | 2022-08-18 | |
| dc.date.copyright | 2019-08-18 | |
| dc.date.issued | 2019 | |
| dc.date.submitted | 2019-08-15 | |
| dc.identifier.citation | AASHTO.（2002）. Standard specifications for highway bridges. American Association of State Highway and Transportation Officials, Sevententh Edition, Washington, D.C., with interms.
ASTM D1557-2000 Standard test methods for laboratory compaction characteristics of soil using modified effort. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States. ASTM D2166-2000 Standard test method for unconfined compressive strength of cohesive soil1. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States. ASTM D2850-1999 Standard test method for unconsolidated undrained triaxial compression test on cohesive soils. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States. ASTM D422-2007 Standard test method for particle-size analysis of soils. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States. ASTM D4767-1995 Standard test method for consolidated undrained triaxial compression test for cohesive soils1. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States. Aubertin, M., Mbonimpaa, M., Bussiereb, B. & Chapusia, R.（2003）. “A physically-based model to predict the water retention curve from basic geotechnical properties.” Canadian Geotechnical Journal, 40, 1104-1122. Azam, S., Ito, M., & Khan, F.（2015）. “Influence of cracks on soil water characteristic curve.” Bioinspired Photonics: Optical Structures and Systems Inspired by Nature, 217. Benson, C., Chiang, I., Chalermyanont, T. & Sawangsuriya, A.（2015）. “Estimating van Genuchten parameters α and n for clean sands from particle size distribution data.” Proc.Geo-Congress 2014, From Soil Behavior Fundamentals to Innovations in Geotechnical Engineering: Honoring Roy E. Olson, Atlanta, Georgia, February 23-26, ASCE Geotechnical Special Publication 233, Reston, VA, 410-427. Bishop, A.W.（1955）. “The use of the slip circle in the stability analysis of earth slopes.” Teknisk ukeblad, 39, 859-863. Bishop, A.W.（1959）. “The principle of effective stress.”Geotechnical, 5, 7-17. Blake, J., Renaud, J.-P., Anderson, M., & Hencher, S.（2003）. “Prediction of rainfall-induced transient water pressure head behind a retaining wall using a high-resolution finite element model.” Computers and Geotechnics, 30（6）, 431-442. Bolton, M.（1986）. “The strength and dilatancy of sands.” Geotechnique, 36（1）, 65-78. Brand, E.W., Premchitt, J. & Phillipson, H.B.（1984）. “Relationship between rainfall and landslides in Hong Kong” Proc. of the Forth International Symposium in Landslides, Torontom Canada. Brooks, R.H., & Corey, A.T.（1964）. “Hydraulic properties of porous media and their relation to drainage design.” Trans. ASAE, 7（1）, 26-0028. Burdine, N.T.（1952）. “Relative permeability caculations from pore size distribution data.” Trans. AIME. Covey, M. (1984). “Lithofacies analysis and basin reconstruction, Pilo-Pleistocene western Taiwan foredeep. Petrol. Geol.” Taiwan, 20, 53-83. Croney, D., & Coleman, J.（1948）. “Soil thermodynamics applied to the movement of moisture in road foundations.” Proc. 7th Int. Cong. Appl.Mech., Vol. 3, 163-177. Duncan, J.M., & Chang, C.-Y.（1970）. “Nonlinear analysis of stress and strain in soils.” Journal of Soil Mechanics & Foundations Div. Ellithy, G.S., Vahedifard, F. & Rivera-Hernandez, X.A.（2017）. “Accuracy assessment of predictive SWCC model for estimating the van Genuchten model parameters.” Proc., 2nd Pan-American Conference on Unsaturated Soils, Dallas, Texas, November 12-15, ASCE Geotechnical Special Publication 301, 1-10. Elias, V., Christopher, B.R., and Berg, R.,（2001）. “Mechanincally stabilized earth walls and reinforced soil slopes design and construction guidelines.”Report No. FHWA-NHI-00-043, National Highway Institute, Federal Highway Administration, Washington, D.C. Fredlund, D.G., & Krahn, J.（1972）. “On total, matric and osmotic suction.” Journal of Soil Science, 114（5）, 339-348. Fredlund, D.G., & Morgenstern, N.R.（1977）. “Stress state variables for unsaturated soils.” Journal of Geotechnical and Geoenvironmental Engineering, 103（5）, 447-466（ASCE 12919）. Fredlund, D.G., Morgenstern, N.R., & Widger, R.（1978）. “Shear strength of unsaturated soils.” Canadian Geotechnical Journal, 15（3）, 313-321. Fredlund, D.G., & Rahardjo, H.（1993）. “The role of unsaturated soil mechanics in geotechnical engineering.” Invited Lecture, Proc. of the 11th S.E.A.G.C.（Singapore）, May 4-8. Fredlund, D.G., & Xing, A.（1994）. “Equations for the soil-water characteristic curve.” Canadian geotechnical journal, 31（4）, 521-532. Fredlund, D.G.（2006）. “Unsaturated soil mechanics in engineering practice.” Journal of Geotechnical and Geoenvironmental Engineering, 132（3）, 286-321. Fredlund, M.D., Fredlund, D.G., Houston, S.L., & Houston, W.B.（2003）. Assessment of unsaturated soil properties for seepage modeling through tailings and mine wastes. Paper presented at the Proc., 10th Int. Conf. on Tailings and Mine Wastes. Gong, S.Y., Lee, T.Y., Wu, J.G., Wang, S.W. and Yang, K.M. (1996). “Possible links between the development of Pilo-Pleistocene coral reef limestones and their migration in southwestern Taiwan.” J.Geol. Soc. Taiwan, 39(2), 151-166. Goodman, R.E.（1989）. Introduction to Rock Mechanics（Second ed.）: Wiley. Haefeli, R. (1948). “The stability of slopes acted upon by parallel seepage. ” Proc. 2nd Int. Conf. on Soil Mechanics, Rotterdam, 1, 57-62. Haward, A.D. (2009). “Geomorphology of Desert Environments. ”Pages: 265-299, Editor: Parsons, A.J. & Abrahams, A.D., United Kingdom: Springer Netherlands. Ho, C. H. (1997). “An introduction to the geology of Taiwan-explanation text of the geologic map of Taiwan, 2nd Ed. ” theCentral Geology Survey Office, the Ministry of Economic Affairs. Ho, D.Y., & Fredlund, D.G.（1982）. “Increase in strength due to suction for two Hong Kong soils.” Paper presented at the Proceedings of the Conference on Engineering and Construction in Tropical and Residual Soils,[Honolulu]. Hseu, Z.Y., Jien, S.H., Chien, W.H. & Liou, R.C. (2014). “Impact of biochar on physical properties and erosion potential of a mudstone slopeland soil.” Scientific World Journal, 8, 602197. Hsiao, D.H., Hsieh, C.S., Yeh, L.C., Lin, D.Y. & Phan, V.T.-A. (2018). “A study on a instability slope in Taiwan subjected to rainfalls.” IOP Conf. Series: Earth and Environmental Science, 143（1）, 012018. Hung, C., Liu, C.-H. & Chang, C.-M. (2018). “Numerical investigation of rainfall-induced in mudstone using coupled finite and discrete element analysis.” Geofluids, 9192019. Iryo, T., & Rowe, R.K.（2005）. “Infiltration into an embankment reinforced by nonwoven geotextiles.” Canadian geotechnical journal, 42（4）, 1145-1159. Kim, B.-S., Park, S.-W., Takeshita, Y., & Kato, S.（2016）. “Effect of Suction Stress on Critical State of Compacted Silty Soils under Low Confining Pressure.” International Journal of Geomechanics, 16（6）, D4016010. Kondner, R.L., & Zelasjo, J.S.（1963）. “Hyperbolic Stress-Strain Response: Cohesive Soils.” Journal of the Soil Mechanics and Foundations Division, 89（1）, 115-144. Lamb, T.W., & Whitman, R.V.（1979）. Soil Mechanics, SI Version: Wiley, New York. Lazzarte, C.A., Elias, V., Espinoza, R.D. and Sabatini, P.J.（2003）. “Geotechnical Engineering Circle NO.7.”FHWA-IF-03-017, Federal Highway Administration. Lee, D.H., Lin, H.M. & Yang, Y.E.（2002）. “A field experimental study on the stabilization methods for mudstone slope andthe interface of reservoir structure and mudstone in Chong-Ter.” The Investigation Report of Southern Water Resource Office, Water Resources Agency, Ministry of Economic Affairs. Lee, D.H., Lin, H.M., Wu, J.H.（2007）. “The basic properties of mudstone slope in southwestern Taiwan.” Journal of Geotechnical and Geoenvironmental Engineering, 2（3）, 81-95. Lee, D.H., Chen, P.Y., Wu, J.H., Chen, H.L. & Yang, Y.E.（2013）. “Method of mitigating the surface erosion of a high-gradient mudstone slope in southwest Taiwan.” Bulletin of Engineering Geology and the Environment, 72（3-4）, 533-545. Likos, W. J. & Lu, N.（2004）. “Hysteresis of capillary sterss in unsaturated granular soil.” Journal of Engineering Mechanics, 130（6）, 646-655. Lin, T.T., Hsu, C., Chang, Z.E. & Jeng, Z.H. （1996）. “Themicro-analysis for the water absorption-slaking characteristics of mudstone lining.” Proc. of the 11th Conf. on Wastage Treatment Technique, 467−476. Lu, N. & Godt, J.W.（2008）. “Infinite slope stability under steady unsaturated seepage conditions.”Water resources research, 44（11）. Lu, N., & Likos, W.J.（2006）. “Suction stress characteristic curve for unsaturated soil.” Journal of Geotechnical and Geoenvironmental Engineering, 132（2）, 131-142. Mein, R.G., & Larson, C.L.（1973）. “Modeling infiltration during a steady rain.” Water resources research, 9（2）, 384-394. Mitchell, J.K., & Soga, K.（2005）. Fundamentals of soil behavior. Morse, M.S., Lu, N., Wayllace, A., Godt, J.W., & Take, W.（2014）. “Experimental test of theory for the stability of partially saturated vertical cut slopes.” Journal of Geotechnical and Geoenvironmental Engineering, 140（9）, 04014050. NCMA.（2010）. “Design manual for segmental retaining walls.” Herndon, Virginia, USA. Oh, S., & Lu, N.（2015）. “Slope stability analysis under unsaturated conditions: Case studies of rainfall-induced failure of cut slopes.” Engineering Geology, 184, 96-103. Phan, V.T.-A.（2018）. “Improvement in engineering properties of mudstone southwestern Taiwan through compaction and a cement additive.” Geotechnical and Geological Engineering, 36（3）, 1833-1843. Perera, Y.Y., Zapata, C.E., Houston, W.N. & Houston, S.L. （2005）. “Prediction of the soil-water characteristic curve based on grain-size-distribution and index properties.” Proc., Geo-Frontiers Congress 2005, Advances in Pavement Engineering, Austin, Texas, January 24-26, ASCE Geotechnical Special Publication 130, Reston, VA, 49-60. Raisinghani, D., & Viswanadham, B.（2011）. “Centrifuge model study on low permeable slope reinforced by hybrid geosynthetics.” Geotextiles and Geomembranes, 29（6）, 567-580. Saxton, K.E., Rauls, W.J., Romberger, J.S. & Papendick, R.I. （1986）. “Estimating genelized soil-water characteristics from texture.”Soil Science Society of America Journal, 50（4）, 1031-1036. Schanz, T., Vermeer, P., & Bonnier, P.（1999）. “The hardening soil model: formulation and verification.” Beyond 2000 in computational geotechnics, 281-296. Sheu, C. Lin, T.T., Chang, J.E. & Cheng, C.H.（1998）. “The feasibikity of mudstone material as a natural landfill liner.” Journal of Hazardous Materials, 58, 237-247. Skempton, A.W. （1948）. “The analysis of stability and its theoretical basis.” Proc. 2nd Int. Conf. on Soil Mechanics and Foundation Engineering, Rotterdam, 1, 72-78. Sleep, M.D. (2011). “Analysis of transient seepage through levees.” PhD Dissertation, Virginia Polytechnic Institute and State University, Blacksburg, VA. Sobti, J., & Singh, S. K. (2017). “Investigation of hydraulic conductivity and matric suction in sand–bentonite–coal ash mixes.” Indian Geotechnical Journal, 47(4), 542–558. Spencer, E.E. (2017). “A method of the analysis of the stability of embankments assuming parallel inter-slice forces.” Geotechnical, 17, 11–26. Suppe, J. (1984). “Kinematics of arc-continent collision, flipping of subduction, and back-arc spreading near Taiwan.” Proc. Geol. Soc. Taiwan, 8, 100-102. Terzaghi, K.V.（1936）. “ The shearing resistance of saturated soils and the angle between the planes of shear. ” Paper presented at the Proceedings of the 1st international conference on soil mechanics and foundation engineering. Tsai, J. L.（1984）. “The study on mineral compositions of southwestern mudstone formation in Taiwan.” Investigation ProjectReport of National Science Council, NSC 73-0414-P006-011. van Genuchten, M.T.（1980）. “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil science society of America journal, 44（5）, 892-898. Vanapalli, S., Fredlund, D., Pufahl, D., & Clifton, A.（1996）. “Model for the prediction of shear strength with respect to soil suction.” Canadian geotechnical journal, 33（3）, 379-392. Vanapalli, S.K., Fredlund, D.G., & Pufahl, D.E.（1999）. “The influence of soil structure and stress history on the soil-water characteristics of a compacted till.” Geotechnique, 49（2）, 143-159. Wang, Y. （1970）. “Clay mineralogy of Gutingkeng mudstone,” Science Reports of The National Taiwan University ACTA Geological Taiwan, vol.14, pp.9-19, 1970. Yang, H., Rahardjo, H., Leong, E.-C. & Fredlund, D.G.（1999）. “Factors affecting drying and wetting soil-water characteristic curves of sandy soils.” Canadian Geotechnical Journal, 41（5）, 908-920. Yang, K.-H., Uzuoka, R., Lin, G.-L., & Nakai, Y.（2017）. “Coupled hydro-mechanical analysis of two unstable unsaturated slopes subject to rainfall infiltration.” Engineering Geology, 216, 13-30. Yoo, C., & Jung, H.-Y.（2006）. “Case history of geosynthetic reinforced segmental retaining wall failure.” Journal of Geotechnical and Geoenvironmental Engineering, 132（12）, 1538-1548. Zapata, C.E., Houston, W.N., Houston S.L. & Walsh, K.D.（2006）. “Soil-water characteristic curve variability.” Proc. Geo-Denver 2000: Advances in Unsaturated Geotechnics Denver, CO, August 5-8, ASCE Geotechnical Special Publication 99, Reston, VA, 84-124. 中國石油公司（1989）。 「臺南地質圖，比例尺十萬分之一。」中國石油公司臺灣油礦探勘總處。 吳榮章與梅文威（1985）。 「高雄縣旗山至鳳山地區生物地層與古沉積環境研究。」 經濟部中央地質調查所特刊，第6號，第263–295頁。 吳樂群（1993）。 「臺灣南部旗山低區上部新第三系及第四系之沉積層續與演化。」 國立臺灣大學地質學研究所博士論文，台北。 吳俊賢（2005）「利用環形剪力試驗一探討南部軟岩殘餘強度特性。」國立成功大學土木工程研究所碩士論文，台南。 林啟文與洪國騰（2012）。 「美濃圖幅及說明書，五萬分之一臺灣地質圖第62號。」 經濟部中央地質調查所。 林啟文、陳文山、林燕慧、饒瑞鈞、劉彥求（2010）。 「臺灣南部小崗山線形與鳳山線形的探討。」 經濟部中央地質調查所特刊，第24號，第39–60頁。 林啟文、游鎮源、洪國騰、周稟珊（2012）。 「臺灣南部臺南–高雄泥岩區的地質構造研究。」 經濟部中央地質調查所彙刊，第25號，第143–174頁。 林啟文（2013）。 「旗山圖幅及說明書，五萬分之一臺灣地質圖第56號。」 經濟部中央地質調查所。 林殿順（1991）。 「臺灣西南部麓山帶上新–更新統之沉積岩相與沉積環境演化。」 國立臺灣大學地質學研究所碩士論文。 拱祥生（1999）。 「降雨對不飽和土壤邊坡穩定性之影響研究。」, 國立臺灣科技大學碩士論文, 台北. 拱祥生（2011）。 「不飽和紅土基質吸力行為及其在工程上之應用。」, 國立臺灣科技大學博士論文, 台北. 范嘉程及馮道偉（2003）。 「以有限元素法探討暴雨時邊坡之穩定分析。」 地工技術（95）, 61-74. 耿文溥（1981）。 「台南以東丘陵區之地質。」 台灣省地質調查所彙刊，第19號，第1–13頁。 鳥居敬造（1931）。 「龍船附近地形及地質圖，比例尺一萬五千分之一。」台灣總督府殖產局。 陳宗顯（2007）。 「降雨引致地下水位變化之研究-以那菝, 六甲與東和地下水位站為例。」 成功大學水利及海洋工程學系學位論文，台南。 廖正傑（2004）。「南部軟岩於環形剪力試驗及力學特性之研究。」國立成功大學土木工程研究所碩士論文，台南。 蔡光榮、陳昆廷、許中立、林金炳（2003）。 「臺灣西南部泥岩坡地沖蝕防治工法之應用研究。」 中國礦冶工程學會會刊，第212號，125-138頁。 | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/73877 | - |
| dc.description.abstract | 台灣西南部泥岩於地質上屬西部麓山帶古亭坑層，其形成時間介於上新世至更新世之間。泥岩材料力學性質特殊，泥岩處於乾燥狀態亦或濕潤狀態，其剪力強度下降幅度相當顯著，此和泥岩的成岩鍵結溶解化學反應作用有關，鍵結溶解時礦物間束制能力降低而產生回脹，本研究中將以非飽和土壤力學模擬泥岩吸水回脹特性。此外，台灣西南部氣候特性於乾季時經歷長時間乾燥，於汛季時轉變為高強度降雨，於本研究中汛季於三個月中累積降雨量達到3,000 mm。於泥岩邊坡中因表層土壤含水量達到縮性限度而開裂，開裂後之泥岩邊坡受高強度降雨作用而使開裂逐漸加深，最終邊坡由頂部開裂至底部學者們將此命名為侵蝕管道，中空的侵蝕管道無法提供邊坡剪力強度，因此隨著邊坡侵蝕管道不斷發展，邊坡剪力強度將弱化至小於等於驅動剪應力而發生破壞。
因此在泥岩邊坡的防護上，以不讓雨水入滲至泥岩中為最優先目標，而傳統的工法為噴漿，然而隨著環保議題關注現今已鮮少使用噴漿方式進行邊坡防護，取代噴漿的防護方式是掛網植生，但泥岩的表面沖刷特性使得此工法無法有效防護。本論文將探討採用加勁邊坡護坡方式是否能有效對泥岩邊坡進行防護，因加勁邊坡護坡本身自重可提供泥岩對抗回脹所需要之圍壓，再者加勁邊坡於建造過程中為防止回填材料流失，將鋪設土包袋及地工織物回包方式，可有效防止泥岩邊坡表面侵蝕問題。本論文將針對加勁邊坡護坡排水能力對邊坡穩定性之影響、加勁邊坡護坡抗表面侵蝕能力及泥岩邊坡回脹特性對護坡變形影響，以滲流與應力耦合分析及強度折減分析進行數值分析探討。 | zh_TW |
| dc.description.abstract | The mudstones in southwestern Taiwan belong to the ancient pavilion of the western Laoshan belt in geology. The formation time of mudstone formation was between the Pliocene and the Pleistocene. The mechanical properties of mudstone have some special characteristic. When mudstones transfer the water content form dry state into wet state, the shear strength would decrease significantly. This is related to the diagenetic bond dissolution chemical reaction of mudstone. When the bond is dissolved, the inter-mineral beam-forming ability is reduced. Inflated, the unsaturated soil mechanics will be used to simulate the swelling behavior of mudstone. In addition, the climatic characteristics of southwestern Taiwan experienced long-term dryness during the dry season and high intensity rainfall during the flood season. In this study, the accumulated rainfall reached 3,000 mm in June to August. The surface soil of mudstone slope water cracked due to reaching the shrinkage limit. The crack would develop because of the high intensity rainfall. In the end, the slope would develop the erosion pipe when the crack pass through the crust and the toe of slope. The erosion pipe cannot provide the shear strength for stability. Therefore, as the erosion pipes develops continuously, the shear strength of the slope will be weakened to less than or equal to the driving shear stress and cause failure.
Therefore, the top priority of mudstone slope protection is the prevention of rainfall infiltration. The most traditional method is shotcreting, but with the rising of environmental protection consciousness, it is rarely used nowadays. Therefore, the way to improve the mudstone slope protection is hanged-net with spraying seed. However, the characteristics of mudstone slope when undergoing high intensity rainfall is surface erosion, that make the method invalid to protecting. This paper will discuss whether the use of mechanically stabilized earth slope protection method can effectively protect the mudstone slope. Because the self-weight of the MSES can provide the confining pressure required to resist the swelling of mudstone. When design the MSES, the prevention of backfill material loss must be fully considered. The method of installation the soil bag and the geotextile returned-facing will be used to effectively prevent the erosion of mudstone slope surface. This paper will focus on whether the drainage system function will influence on the stability of the slope. The issue of surface erosion prevention will be discussed, concentrating on the difference of fully protecting MSES and the partially protecting MSES. In the end, to do the numerical analysis, the fully coupled analysis of seepage and stress and the strength reduction analysis would be executed. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-17T08:12:35Z (GMT). No. of bitstreams: 1 ntu-108-R06521112-1.pdf: 15106867 bytes, checksum: cde101e0282d2c8ae7fd348130efc97f (MD5) Previous issue date: 2019 | en |
| dc.description.tableofcontents | 論文摘要 I
ABSTRACT II 誌謝 IV 目錄 V 表目錄 VIII 圖目錄 IX 第一章 緒論 1 1.1 研究動機與目的 1 1.2 研究內容與論文架構 7 第二章 文獻回顧 9 2.1 不飽和土壤特性 9 2.1.1 不飽和土壤 10 2.1.2 不飽和土壤之吸力 11 2.1.3 不飽和土壤之水分特性曲線 14 2.1.4 利用基本土壤參數預測水分特性曲線 18 2.1.5 不飽和土壤之水力傳導係數 23 2.1.6 不飽和土壤之剪力強度 25 2.2 古亭坑層泥岩 30 2.2.1 古亭坑層泥岩基本物理性質 32 2.2.2 泥岩礦物組成 34 2.2.3 泥岩強度參數整理 36 2.2.4 泥岩的回脹及消散特性 43 2.3 降雨入滲對泥岩邊坡影響 45 2.3.1 降雨入滲對土壤水文特性及地下水之影響 48 2.3.2 降雨入滲對邊坡穩定之影響 52 2.3.3 降雨入滲與泥岩邊坡侵蝕溝發展 53 2.4 泥岩邊坡相關文獻回顧 55 第三章 案例介紹 62 3.1 地理位置 64 3.2 地形與地質概況 65 3.2.1 地形 65 3.2.2 區域地質概況 66 3.2.3 現地地質鑽探 71 3.3 加勁邊坡設計 72 3.4 邊坡歷程回顧 79 第四章 數值模擬與模型驗證 86 4.1 數值分析軟體介紹 87 4.1.1 GeoStudio 87 4.1.2 PLAXIS 90 4.2 模型建立 100 4.2.1 幾何模型 100 4.2.2 材料參數設定 103 4.2.3 初始狀態模擬 112 4.3 模型驗證 115 第五章 結果與討論 119 5.1 排水系統成效對於邊坡穩定之影響 121 5.2 完整和部分加勁邊坡護坡對於邊坡穩定之影響 147 第六章 結論與建議 164 6.1 結論 164 6.2 建議 167 參考文獻 168 | |
| dc.language.iso | zh-TW | |
| dc.subject | 泥岩邊坡坡面侵蝕 | zh_TW |
| dc.subject | 加勁邊坡護坡 | zh_TW |
| dc.subject | 不飽和土壤 | zh_TW |
| dc.subject | 滲流與應力耦合分析 | zh_TW |
| dc.subject | 強度折減分析 | zh_TW |
| dc.subject | 泥岩回脹特性 | zh_TW |
| dc.subject | hydro-mechanical coupling analysis | en |
| dc.subject | strength reduction | en |
| dc.subject | unsaturated soil | en |
| dc.subject | Mudstone slope | en |
| dc.subject | MSES | en |
| dc.subject | swelling characteristic | en |
| dc.title | 多階加勁邊坡於泥岩邊坡保護數值分析 | zh_TW |
| dc.title | Numerical Evaluation of A Multi-tier Geosynthetic-reinforced Soil Slope for Mudstone Slope Protection | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 107-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 劉家男(Chia-Nan Liu),趙紹錚(Sao-Jeng Chao) | |
| dc.subject.keyword | 泥岩邊坡坡面侵蝕,加勁邊坡護坡,不飽和土壤,滲流與應力耦合分析,強度折減分析,泥岩回脹特性, | zh_TW |
| dc.subject.keyword | Mudstone slope,MSES,unsaturated soil,hydro-mechanical coupling analysis,strength reduction,swelling characteristic, | en |
| dc.relation.page | 176 | |
| dc.identifier.doi | 10.6342/NTU201903561 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2019-08-15 | |
| 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-108-1.pdf 未授權公開取用 | 14.75 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。