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標題: 結合ERT法與大地工程試驗於崩塌地特性調查之研究─以八燕坑崩塌為例
Using the ERT and geotechnical tests in landslide investigation - A case study of Ba-yeng-keng landslide
作者: 陳奕凱
Chen, Yi-Kai
關鍵字: Electrical Resistivity Tomography
Geotechnical test
Stability analysis
出版社: 水土保持學系所
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Investigation of a slope endangered by rainfall-induced landslides using 3D resistivity tomography and geotechnical testing, Journal of Applied Geophysics 60, 100-114. 25.Silvester P.P. and Ferrari R.L., 1990. Finite elements for electrical engineers (2nd. ed.).Cambridge University Press. 26.Smith, N. C., and Vozoff, K., 1984. Two-dimension DC resistivity inversion for dipole-dipole data, IEEE Trans. Geoscience and Rem. Sens.,GE-22, 21-28. 27.Spiegel, R.J., Sturdivant, V.R. and Owen, T.E., 1980. Modeling resistivity anomalies from localized voids under irregular terrain. Geophysics 45, 1164-1183. 28.Telford, W.M., Geldart, L.P., Sheriff, R.E., 1991. Applied Geophysics, 2nd ed. Cambridge Univ. Press, New York Port Chester, 770. 29.Terzaghi, K., and Peck , R.B., 1948. Soil Mechanics in Engineering Practice, John Wiley And Sons. 30.Tong, L. and Yang, C., 1990. Incorporation of topography into two-dimensional resistivity inversion, Geophysics 55, 354-361. 31.Ward, S.H., 1990. 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摘要: In this study, the ERT method was applied to investigation a landslide area in Ba-yeng-keng, Taiwan. In order to improve the interpretation, the ERT results were correlated with the data of drilling and geotechnical tests. The thickness of colluviums detected by ERT agrees with the borehole data, as indicated in the results. Pole-Pole array type is the best electrode arrangement in this study area. Laboratory test data indicates that the dominant influences on resistivity of colluviums are saturation and gravel content. The transverse resistivity of colluviums is linearly related with N-values obtained from SPT, as observed in this study. The coefficients of the linear relationship are sensitive to the gravel content in this area, which was verified by grain size distribution. Finally, the study constructed the landslide numerical model based on the results of ERT and geotechnical tests for slope stability analysis.
其他識別: U0005-2807201020455100
Appears in Collections:水土保持學系



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