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完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.advisor | 林銘郎 | |
dc.contributor.author | Pei-Chen Chan | en |
dc.contributor.author | 詹佩臻 | zh_TW |
dc.date.accessioned | 2021-05-13T06:39:22Z | - |
dc.date.available | 2017-09-04 | |
dc.date.available | 2021-05-13T06:39:22Z | - |
dc.date.copyright | 2017-09-04 | |
dc.date.issued | 2017 | |
dc.date.submitted | 2017-08-14 | |
dc.identifier.citation | Boncio, P., Galli, P., Naso, G. & Pizzi, A. 2012. Zoning Surface Rupture Hazard along Normal Faults: Insight from the 2009 Mw 6.3 L'Aquila, Central Italy, Earthquake and Other Global Earthquakes. Bulletin of the Seismological Society of America, 102, 918-935, http://doi.org/10.1785/0120100301.
Chan, P.C., Li, c.h. & Lin, M.L. 2016. Evolution of Overburden Soil Deformation by Oblique-slip Faulting from Analogue Models. 7th Taiwan-Japan Workshop on Geotechnical Hazards from Large Earthquakes and Heavy Rainfall, PingTung, Taiwan. Chang, Y., Lee, C., Huang, W., Huang, W., Lin, M., Hung, W. & Lin, Y. 2013. Use of centrifuge experiments and discrete element analysis to model the reverse fault slip. International Journal of Civil Engineering, 11, 79-89. Chiba, T., Kaneta, S.-i. & Suzuki, Y. 2008. Red relief image map: new visualization method for three dimensional data. The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, 37, 1071-1076. Christie-Blick, N. & Biddle, K.T. 1985. Deformation and Basin Formation along Strike-Slip Faults. SEPM (Society for Sedimentary Geology) Special publication, 37, 1-34. Chu, S.-S., Lin, M.-L., Huang, W.-C., Liu, H.-C. & Chan, P.-C. 2013. Laboratory Simulation of Shear Band Development in a Growth Normal Fault. Journal of GeoEngineering, 8, 19-26. Clifton, A. & Einarsson, P. 2005. Styles of surface rupture accompanying the June 17 and 21, 2000 earthquakes in the South Iceland Seismic Zone. Tectonophysics, 396, 141-159, http://doi.org/10.1016/j.tecto.2004.11.007. Dooley, T. & Schreurs, G. 2012. Analogue modelling of intraplate strike-slip tectonics: A review and new experimental results. Tectonophysics, 574, 1-71, http://doi.org/DOI 10.1016/j.tecto.2012.05.030. Emmons, R. 1969. Strike-slip rupture patterns in sand models. Tectonophysics, 7, 71-87. Gold, R.D., Reitman, N.G., Briggs, R.W., Barnhart, W.D., Hayes, G.P. & Wilson, E. 2015. On-and off-fault deformation associated with the September 2013 M w 7.7 Balochistan earthquake: implications for geologic slip rate measurements. Tectonophysics, 660, 65-78. Hornblow, S., Quigley, M., Nicol, A., Van Dissen, R. & Wang, N. 2014. Paleoseismology of the 2010 Mw 7.1 Darfield (Canterbury) earthquake source, Greendale Fault, New Zealand. Tectonophysics, 637, 178-190, http://doi.org/10.1016/j.tecto.2014.10.004. Huang, W.-J. & Johnson, A.M. 2010. Quantitative description and analysis of earthquake-induced deformation zones along strike-slip and dip-slip faults. Journal of Geophysical Research, 115, http://doi.org/10.1029/2009jb006361. Kaneda, H., Nakata, T., Tsutsumi, H., Kondo, H., Sugito, N., Awata, Y., Akhtar, S.S., Majid, A., et al. 2008. Surface Rupture of the 2005 Kashmir, Pakistan, Earthquake and Its Active Tectonic Implications. Bulletin of the Seismological Society of America, 98, 521-557, http://doi.org/10.1785/0120070073. Kelson, K.I., Kang, K.-H., Page, W.D., Lee, C.-T. & Cluff, L.S. 2001. Representative styles of deformation along the Chelungpu fault from the 1999 Chi-Chi (Taiwan) earthquake: geomorphic characteristics and responses of man-made structures. Bulletin of the Seismological Society of America, 91, 930-952. Khajavi, N., Quigley, M. & Langridge, R.M. 2014. Influence of topography and basement depth on surface rupture morphology revealed from LiDAR and field mapping, Hope Fault, New Zealand. Tectonophysics, 630, 265-284, http://doi.org/10.1016/j.tecto.2014.05.032. Lazarte, C. & Bray, J. 1996. A study of strike-slip faulting using small-scale models. ASTM geotechnical testing journal, 19, 118-129. Le Guerroué, E. & Cobbold, P.R. 2006. Influence of erosion and sedimentation on strike-slip fault systems: insights from analogue models. Journal of Structural Geology, 28, 421-430, http://doi.org/10.1016/j.jsg.2005.11.007. Li, C.-Y., Wei, Z.-Y., Ye, J.-Q., Han, Y.-B. & Zheng, W.-J. 2010. Amounts and styles of coseismic deformation along the northern segment of surface rupture, of the 2008 Wenchuan Mw 7.9 earthquake, China. Tectonophysics, 491, 35-58, http://doi.org/10.1016/j.tecto.2009.09.023. Lin, A. & Nishikawa, M. 2011. Riedel shear structures in the co-seismic surface rupture zone produced by the 2001 Mw 7.8 Kunlun earthquake, northern Tibetan Plateau. Journal of Structural Geology, 33, 1302-1311, http://doi.org/10.1016/j.jsg.2011.07.003. Lin, A., Toda, S., Rao, G., Tsuchihashi, S. & Yan, B. 2013. Structural Analysis of Coseismic Normal Fault Zones of the 2011 Mw 6.6 Fukushima Earthquake, Northeast Japan. Bulletin of the Seismological Society of America, 103, 1603-1613, http://doi.org/10.1785/0120120111. Lin, M.-L., Chung, C.-F. & Jeng, F.-S. 2006. Deformation of overburden soil induced by thrust fault slip. Engineering Geology, 88, 70-89, http://doi.org/DOI 10.1016/j.enggeo.2006.08.004. Lin, M.-L., Chung, C.-F., Jeng, F.-S. & Yao, T.-C. 2007. The deformation of overburden soil induced by thrust faulting and its impact on underground tunnels. Engineering Geology, 92, 110-132. Naylor, M., Mandl, G.t. & Supesteijn, C. 1986. Fault geometries in basement-induced wrench faulting under different initial stress states. Journal of Structural Geology, 8, 737-752, http://doi.org/Doi 10.1016/0191-8141(86)90022-2. Quigley, M., Van Dissen, R., Litchfield, N., Villamor, P., Duffy, B., Barrell, D., Furlong, K., Stahl, T., et al. 2011. Surface rupture during the 2010 Mw 7.1 Darfield (Canterbury) earthquake: Implications for fault rupture dynamics and seismic-hazard analysis. Geology, 40, 55-58, http://doi.org/10.1130/g32528.1. Shirahama, Y., Yoshimi, M., Awata, Y., Maruyama, T., Azuma, T., Miyashita, Y., Mori, H., Imanishi, K., et al. 2016. Characteristics of the surface ruptures associated with the 2016 Kumamoto earthquake sequence, central Kyushu, Japan. Earth, Planets and Space, 68, 191. Soto, R., Martinod, J. & Odonne, F. 2007. Influence of early strike-slip deformation on subsequent perpendicular shortening: An experimental approach. Journal of Structural Geology, 29, 59-72, http://doi.org/10.1016/j.jsg.2006.08.001. Sylvester, A.G. 1988. Strike-slip faults. Geological Society of America Bulletin, 100, 1666-1703. Tani, K., Ueta, K., Abe, S., Nakata, H. & Hayashi, H. 1997. Deformation structure of surface unconsolidated layer along the Nojima Earthquake Fault. Doboku Gakkai Ronbunshu, 1997, 21-39. Thielicke, W. & Stamhuis, E. 2014. PIVlab–towards user-friendly, affordable and accurate digital particle image velocimetry in MATLAB. Journal of Open Research Software, 2. Toscani, G., Di Bucci, D., Ravaglia, A., Seno, S., Fracassi, U. & Valensise, G. 2009. Propagation of an inherited strike-slip fault through a foreland-chain system: quantitative aspects from analogue modeling and applications. Bollettino della Società geologica italiana, 128, 107-122. Treiman, J.A., Kendrick, K.J., Bryant, W.A., Rockwell, T.K. & McGill, S.F. 2002. Primary surface rupture associated with the mw 7.1 16 october 1999 hector mine earthquake, san bernardino county, california. Bulletin of the Seismological Society of America, 92, 1171-1191. Ueta, K., Tani, K. & Kato, T. 2000. Computerized X-ray tomography analysis of three-dimensional fault geometries in basement-induced wrench faulting. Engineering Geology, 56, 197-210. Wang, H., Ran, Y., Chen, L., Shi, X., Liu, R. & Gomez, F. 2010. Determination of horizontal shortening and amount of reverse-faulting from trenching across the surface rupture of the 2008 MW 7.9 Wenchuan earthquake, China. Tectonophysics, 491, 10-20, http://doi.org/10.1016/j.tecto.2010.03.019. Xu, X., Yu, G., Klinger, Y., Tapponnier, P. & Van Der Woerd, J. 2006. Reevaluation of surface rupture parameters and faulting segmentation of the 2001 Kunlunshan earthquake (Mw7.8), northern Tibetan Plateau, China. Journal of Geophysical Research, 111, http://doi.org/10.1029/2004jb003488. Zwaan, F., Schreurs, G., Naliboff, J. & Buiter, S.J.H. 2016. Insights into the effects of oblique extension on continental rift interaction from 3D analogue and numerical models. Tectonophysics, 693, 239-260, http://doi.org/10.1016/j.tecto.2016.02.036. 上田圭一 & 谷和夫. 1999. 基盤の断層変位に伴う第四紀層及び地表の変形状況の検討 (その 3)-横ずれ, 斜めずれ断層模型実験. 電力中央研究所報告 U, 98049, 1999. 地震調査研究推進本部. 2013. 布田川断層帯・日奈久断層帯の評価(一部改訂). 池田安隆, 千田昇, 中田高, 金田平太郎, 田力正好 & 高沢信司. 2001. 都市圏活断層図[熊本]. 国土地理院技術資料D.1-No.368. 林啟文, 盧詩丁, 石同生, 劉彥求, 林偉雄 & 林燕慧. 2007. 台灣西南部的活動斷層. 經濟部中央地質調查所特刊, 17. 林啟文, 盧詩丁, 石同生, 林偉雄, 劉彥求 & 陳柏村. 2008. 台灣中部的活動斷層. 經濟部中央地質調查所特刊, 21. 林銘郎, 李崇正, 黃文正 & 黃文昭. 2014. 重要活動斷層構造特性調查研究活動斷層近地表變形特性研究. 經濟部中央地質調查所. 陳文山, 游能悌 & 楊小青. 2010. 地震地質與地變動潛勢分析計畫-斷層長期滑移速率與再現週期研究(總報告). 蔡維哲. 2005. 應用航空影像分析於邊坡位移場之方法學研究. 臺灣大學土木工程學研究所學位論文, 1-158. 鄧嘉欣, 羅偉, 陳柔妃 & 謝有忠. 2015. 利用高精度空載光達重新探討河流襲奪之問題: 以大甲溪與蘭陽溪為例. 鑛冶: 中國鑛冶工程學會會刊, 120-127. | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/2352 | - |
dc.description.abstract | 台灣地區因板塊構造作用頻繁,依據經濟部地質調查所公告,33條活動斷層其中11條為斜移斷層,斷層錯動時對鄰近斷層帶結構物受到的地震影響,除了強地動外,另一主要破壞因素為斷層基盤錯動所導致近地表岩土層土體變形及地表破裂,而斜移斷層錯動時會因其走向及傾向滑移量比之差異,影響破裂跡與剪裂帶在三維中的發展,對近地表土層變形行為之影響,實有進一步研究之需要。
根據近年來國內外災害性地震的研究,斷層錯動引致地表破裂案例中,土層受斷層引致變形之因素,受控於斷層傾角、滑移比S/H(滑移量/覆土厚)及上覆土層材料性質等參數影響,透過國內外地震案例彙整其地表變形影響範圍可由公尺等級到公里等級,並利用鄰近鑽探資料,統計其土層厚度並正規化地表變形影響範圍,其量化成果可用於後續物理模型試驗設計。 利用室內砂箱試驗模擬,為了解斷層兩側覆土層地貌分布、地表線型、斷層錯移在近地表影響範圍、坡向分析等,簡化參數採用90度斷層傾角,填充無凝聚性砂,針對滑移角、基盤滑移比及覆土厚度等,共設計八組不同條件之試驗。 結果顯示滑移比達0.15時地貌形成丘谷地形,而後期再錯動,對既有地形高程差異不大。地表破裂跡線形的角度,隨著滑移量增加至0.2時,破裂跡與斷層面投影的夾角會到達一個峰值約±40度後下降。而最大影響範圍為純走向滑移斷層,影響範圍約為對稱出現於斷層投影線兩側,合計約1倍覆土厚度。當斷層活動時具有傾向滑移分量,影響範圍位置將會偏態,移至地形陷落側,而走向及傾向滑移分量共存時,斷層影響範圍較純走向滑移模型小,約為0.5倍覆土厚度。 斷層錯動後,原平坦地面受到斷層作用擠壓伸張後坡向顯著變化,而坡向方位主要受傾向滑移影響,優勢坡向面積比達40%以上,亦可指示斷層線形,回歸斷層滑移角與地表優勢坡向面積比之關係,得到2次多項式分布,可利用地貌坡向回推斷層滑移角。剖面觀察斷層尖端發展時,傾向滑移之模型,斷層尖端開始向上時,其斷層面角度較陡;當斷層尖端擴展接近地表時,其角度變緩,顯示地形上高程差會擠壓斷層面至地勢較低區域。 選用2016熊本地震與砂箱試驗進行比對,推論此區斷層主要為走向滑移,及下期事件破裂跡可能影響區域提供減震考量,並計算現地土層厚度6.8至8.8公尺。 透過本研究之簡化模型進行基本行為觀察及定量分析,亦可協助推測斷層破裂跡於上覆土層中發展情形,有助於判斷破裂跡可能出露位置,以及未來發展情形,提供斜移斷層引致上覆土層變形之未來災害防治的重要貢獻。 | zh_TW |
dc.description.abstract | Tectonic activities derived from the convergence of the tectonic plates frequently occur in Taiwan. The Central Geological Survey, Ministry of Economy Affairs (CGS, MOEA), proclaimed 33 active faults over Taiwan, and 11 of them are oblique-slip faults. according to the investigations of well-known disastrous earthquakes in recent years, ground deformation (ground strain and co-seismic surface rupture) induced by faulting is one of the causes for engineering structure damages in addition to strong ground motion. However, spatial development and propagation of the shear zone would be influenced by different ratios of strike-slip to dip-slip by oblique-slip faulting. Therefore, further study on deformation behavior of soil near the ground surface due to faulting, and on its effects on engineering structures within the influenced zone is necessary.
Recently, according to domestic and foreign studies about disastrous earthquake inducing fault movement and surface rupture, the soil deformation induced by faulting are influenced by three factors, fault dip, S/H ( slip measurement/ height of covering soil) and properties of soil materials. After referring to both domestic and foreign examples associated with surface-deformation influence range covering the scales from meter to kilometer, we can analyze the thickness of soil with drilling data to normalize the surface-deformation influence range in these examples. The result of the analysis can be quantified and then applied in designing a physical testing model. Sandbox models are used to study the morphology and lineament of overlying soil deformation along the two sides of the fault plane, and influential region and slope directions by the oblique-slip faulting. To simplify the sandbox models, the dip angle of 90° of the fault plane was set and in cohesive sand was used as soil. Eight tests, with parameters of different rake angles, slip ratios of the bedrock, and thickness of the overlying soil, were designed. The results show that hill-and-dale topography forms at the slip ratio of 0.15. Such topography did not change much if the faulting continued. When the slip ratio is 0.2, the angle between the lineament of the surficial ruptures and projection of the fault plane increased to a peak value of ± 40° and then declined. The pure strike-slip faulting led to the maximum effect region, and the region appeared symmetrically on both sides of the projection of the fault plane, being about same amount as the thickness of the overlying soil. When the faulting had a dip-slip component, the effect region appeared as a skewness pattern, moving to the subsidence side. When both the strike-slip and dip-slip occurred, the effect region was smaller than that derived from the pure strik-slip model, being about a half of the thickness of the overlying soil. Due to the faulting, the various slope directions appeared from the initial flat ground surface being compressed and stretched. The azimuth of the dip direction was mainly affected by the dip-slip, with a ratio > 40% for the area of the dominant slope directions, which can indicate the fault lineament. By regressing, the relationship between the rake angle of the fault and the area ratio of the dominant slope directions was a quadratic polynomial. Based on the function, the rake angle of the fault can be inferred by the slope directions. The propagation of the fault tip in a cross-section direction in the models revealed that the angle of the fault plane was steeper when the fault tip became upward; when the fault tip propagated close to the ground, the angle of the fault plane became gentle, showing that the topographical height difference forced the fault plane to propagate to the lower regions. After matching the result of our sandbox test and the field data of the earthquake event occurred in Kumamoto Japan, 2016, we can deduce that the fault mainly slips along the strike direction, and further suggest possible methods to mitigate seismic hazards around the fault fracture trace in next earthquake event. Through observation and quantitative analyses by using the simplified models in this study, rupture development within the overlying soil derived from the oblique-slip faulting can be inferred. Potential positions and future development of the rupture exposures can also be deduced, and also can contribute retaining and protections from disasters of deformation of the overlying soil resulting from oblique-slip faulting. | en |
dc.description.provenance | Made available in DSpace on 2021-05-13T06:39:22Z (GMT). No. of bitstreams: 1 ntu-106-D00521012-1.pdf: 25988085 bytes, checksum: 7a2c54862e8309ee3febe38a43a2d32b (MD5) Previous issue date: 2017 | en |
dc.description.tableofcontents | 口試委員會審定書 I
誌謝 II 中文摘要 III 英文摘要 V 目錄 VII 圖目錄 X 表目錄 XIII 第1章 緒論 1 1.1 研究動機 1 1.2 研究目的 3 1.3 研究方法及流程 4 1.4 研究內容 4 第2章 文獻回顧 6 2.1 斜移/橫移斷層案例 6 2.2 物理模型試驗 10 第3章 研究方法 25 3.1 砂箱模型 25 3.2 砂箱實驗材料性質 29 3.3 砂箱實驗方法及過程 29 3.4 研究規劃與觀察項目 30 3.5 研究相關名詞定義 31 第4章 現地踏勘 39 4.1 布田川-日奈久斷層 39 4.2 斷層特性彙整 49 第5章 砂箱試驗成果 52 5.1 重複性試驗 55 5.2 地貌分布 59 5.3 地表線形 66 5.4 地表影響範圍 72 5.5 坡向分析 76 5.6 土中斷層面分布及隨深度的變化 82 5.7 覆土厚之影響 86 第6章 現地案例與砂箱試驗對比 87 6.1 剖面比對 87 6.2 地表破裂跡及下一期事件可能之地表破裂區域 87 6.3 上覆土層厚度推估 88 6.4 位移場分析 88 第7章 討論 103 7.1 斷層位置 103 7.2 土層厚度 103 7.3 滑移角 103 7.4 台灣案例的檢討 103 7.5 斷層模型討論 103 第8章 結論與建議 106 8.1 結論 106 8.2 建議 108 參考文獻 109 附錄A 砂箱試驗地表成果圖 113 | |
dc.language.iso | zh-TW | |
dc.title | 斜移斷層引致上覆土層變形行為之研究 | zh_TW |
dc.title | The deformation of overburden soil induced by
oblique slip faulting | en |
dc.type | Thesis | |
dc.date.schoolyear | 105-2 | |
dc.description.degree | 博士 | |
dc.contributor.oralexamcommittee | 黃燦輝,董家鈞,李崇正,胡植慶,劉桓吉 | |
dc.subject.keyword | 斜移斷層,近地表變形,物理砂箱試驗,數值地形高程, | zh_TW |
dc.subject.keyword | oblique slip faulting,near ground deformation,sandbox experiment,DTM, | en |
dc.relation.page | 149 | |
dc.identifier.doi | 10.6342/NTU201701939 | |
dc.rights.note | 同意授權(全球公開) | |
dc.date.accepted | 2017-08-14 | |
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 |
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