Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/89412
標題: A Study on Array and Source of Multi-channel Analysis of Surface Wave Method
多頻道表面波震測陣列與震源之探討
作者: 王上維
Shang-Wei Wang
關鍵字: 地球物理探勘方法
多頻道表面波震測
震源
陣列
geophysical exploration methods
multi-channel seismic surface waves
source
array
引用: 1. John M. Reynolds (2011). An Introduction to Applied and Environmental Geophysics, Reynolds International Ltd, UK, 145-147. 2. Park Seismic LLC (2010). 'Multichannel analysis of surface waves (MASW).' MASW Home, < http://www.masw.com> 3. Jones, R., 1955, A vibration method for measuring the thickness of concrete road slabs in situ, Magazine of Concrete Research, 7(20), 97-102. 4. Van der Pol, C., 1951, Dynamic testing of road constructions, J. appl. Chem.,1 , 281-290. 5. Heisey, J. S., Stokoe, K. H., and Meyer, A. H., (1982) 'Moduli of Pavement Systems from Spectral Analysis of Surface Waves, ' Transportation Research Record 852, 22-31. 6. Rix, G.J., Stokoe II, K. H., and Roesset, J.M., (1991), Experimental study of factors affecting the Spectral Analysis of Surface Waves method, Research report 1123-5, Center for Transportation Research, The University of Texas at Austin. 7. McMechan, G., and Yedlin, M.J., (1981), Analysis of dispersive waves by wave field transformation, Geophysics, 46(6), 869-874. 8. Gabriels, P., Snider, R., and Nolet, G., (1987), In situ measurements of shear-wave velocity in sediments with higher-mode Rayleigh waves: Geophys. Prospecting, 35, 187-196. 9. Park, C.B., Miller, R.D., and Xia, J., (1999), Multichannel analysis of surface waves: Geophysics, 64(3), 800-808. 10. Gabriels, P., Snider, R., and Nolet, G., (1987), In situ measurements of shear-wave velocity in sediments with higher-mode Rayleigh waves: Geophys. Prospecting, 35, 187-196. 11. Stokoe, K. H., Ⅱ and Nazarian, S., (1985) 'In Situ Determination of Ⅱ Elastic Moduli of Pavement Systems by Spectral Analysis of Surface Waves Method(Practical Aspects), ' Transportation Research Report 368-1F, U. of Texas at Austin. 12. Park, C., R. Miller, D. Laflen, N. Cabrillo, J. Ivanov, B. Bennett, and R. Huggins, (2004), Imaging dispersion curves of passive surface waves [Exp. Abs.]: Soc. Expl. Geophys., 1357-1360. 13. Park, C. B., and Miller, R.D., (2008), Roadside passive multichannel analysis of surface waves (MASW): Journal of Environmental & Engineering Geophysics, 13(1), 1-11. 14. Morikawa, H., (2006). 'A Method to Estimate Phase Velocities of Surface Waves Using Array Observation Records of Three-Component Microtremors', Structural Eng. Earthquake Eng., JSCE, 23(1), 143-148. 15. 康裕明(1992),「表面波分散曲線的影響因素」,中華民國第十?屆全國?學會議?文集,基?,837-843 16. 張正宙(2002),「多頻道表面波震測之研究及其在大地工程之應用」,國?交通大學土木工程系碩士論文 17. 陳逸龍(2003),「多頻道表面波試驗程序標準化之研究」,國?交通大學土木工程系碩士論文 18. 鄒和翰(2005),「多頻道表面波震測法施測改良與案例分析」,國?交通大學土木工程系碩士論文 19. 潘建志(2002),「表面波譜法反算土層剪力波速之探討」,國?成功大學土木工程系碩士論文 20. 黃俊豪(2003),「應用表面波譜法調查土層剪?波速之研究,國?成功大學土木工程系碩士論文 21. 錢榮芳、余貴坤(2012),「空間自對比法(SPAC)分析推求新竹強震站場址之剪?波速」,Taiwan Rock Engineering Symposium,苗栗,台灣 22. 師黎靜(2006),「地脈動台陣方法的有效性分析」,岩石力學與工程學報,25(8),1683-1690 23. 馮少孔(2003),「微動勘探技術及其在土木工程中的應用」,岩石力學與工程學報,22(6),1029-1036
摘要: 本試驗應用地球物理探勘方法,主動多頻道表面波震測、被動多頻道表面波震測與地電阻影像剖面法,以被動表面波為主要研究之方法,控制變數為震源與陣列形狀。陣列形狀分為十字陣列與線性陣列,震源分為高鐵震源、雜亂震源、安靜震源、自行開車震源。並以主動多頻道表面波與地電阻影像剖面法為探勘結果之判釋輔助。   在高速鐵路下方之試驗前,先於雲林縣二崙鄉永定國小內PS Log井施做多頻道表面波震測試驗,將主動表面波、被動表面波、主動合併被動的結果呈現。試驗目的為校對井測的剪力波速與非破壞性的表面波試驗所得到的剪力波速之趨勢是否相同。   本試驗主要目的為探討陣列因子與震源因子的影響,提供工址調查和試驗等在陣列因子及震源因子上的選擇,就此探討兩因子影響的結果,輔助的工具為主動表面波震測二維結果以及地電阻影像剖面法的結果。
This test method applied geophysical exploration, active multi-channel seismic wave, passive multi-channel seismic wave and resistivity image profiling method to passive SAW as the main research method, the control variable is the source and the array shape. Array shape into a cross array linear array, the source into high iron source, messy source, quiet source, self-driving source. And to take the initiative with a multi-channel surface wave and resistivity image profiling method to release the results of exploration contractors assisted.Before testing the bottom of the high-speed railway, the first country in the Yongding small Erlun Township, Yunlin County, Wells PS Log facilities to do multi-channel wave shock test experience, will take the initiative to SAW, SAW passive, active passive merger results are presented. Trend shear wave velocity of the test is intended to measure the shear wave velocity proofreading wells and non-destructive testing of the resulting wave is the same.The main purpose of this study was to explore the impact factor of the source array factor and provide work site investigations and tests on an array of factors and source selection factor, this factor discuss the results of the two auxiliary tools for proactive dimensional seismic wave the results and the results of resistivity image profiling method.
URI: http://hdl.handle.net/11455/89412
其他識別: U0005-2811201416185564
文章公開時間: 2017-08-31
Appears in Collections:水土保持學系

文件中的檔案:

取得全文請前往華藝線上圖書館



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