成果報告彙整

本年度已將三年之研究成果彙整與本成果報告中。

１０７

參考文獻

1. 江永哲、鄭瑞昌 ，1986，「土石流發生特性之初步研究」，中華水 土保持學報，第17 卷，第 2 期，第 50-69 頁。

2. 何春蓀，1990，「普通地質學—第三版」，五南圖書出版公司，台 北，第62-122 頁。

3. 何春蓀，1997，「台灣地質圖概論—台灣地質圖說明書—第二版三 刷」，經濟部中央地質調查所，第 18-53 頁。

4. 吳成柯、戴善榮、程湘君、雲立實，1993，「數位影像處理」，儒 林圖書公司，臺北。

5. 林美聆、王幼行，1999，「地表水及地下水對土石流破壞型態之影 響」，地工技術，第七十四期，第 29-38 頁。

6. 林炳森、馮賜陽、李俊明，1993，「礫石層土石流發生特性之研究」， 中華水土保持學報，第24 卷，第 1 期，第 55-64 頁。

7. 青木佑久，1980，「過去土石流降雨特徵之研究」，土木技術，第 22 卷，第 2 期，第 71-76 頁。

8. 卓佳良，1999，碎形維度於描述礫石層級配特徵之應用，淡江大 學土木工程研究所，碩士論文。

9. 游繁結，1987，「土石流之基礎研究(I)土石流發生機制之研究」，

中華水土保持學報，第18 卷，第 2 期，第 28-40 頁。

１０８

10. 周憲德、廖偉民，1998，「孔隙水壓對溪床土石流發生機制之影 響」，中華水土保持學報，第 29 卷，第 3 期，第 211-217 頁。

11. 范正成、姚正松，1997，「台灣東部地區土石流發生之水文及地文 條件應用於土石流預警之初步研究」，中華民國第一屆土石流研討 會，第125-139 頁。

12. 唐常青、呂宏伯、黃錚、張方，1990，「數學形態學方法及其應用」， 科學出版社，北京。

13. 高橋保（1997），「橫跨土石流潛勢區域之橋梁工程問題」，土木工 程防災系列講習會系列四，國立中央大學土木工程學系橋梁工程 研究中心，中壢。

14. 連惠邦、柴鈁武，1997，「切口式防砂壩對土石流之攔擋效率」，

中華水土保持學報，第28 卷，第 4 期，第 341-351 頁。

15. 崔屹，2002，「圖像處理與分析─數學形態學方法及應用」，科學出 版社，北京。

16. 黃宏斌，1993，「非飽和堆積層土石流發生之臨界角度與含水量之 關係研究」，中華水土保持學報，第24 卷，第 1 期，第 21-27 頁。

17. 謝正倫、張東炯，1996，「中部地區土石流現場調查與分析」，農 業工程學報，第43 卷，第 3 期，第 31-46 頁。

18. 黃進富，1996，土壤中水/有機液體保持特性研究，國立交通大學

１０９

土木工程學系，碩士論文。

19. 陳榮河、江英政，1999，「新中橫公路邊坡破壞之調查」，第二屆 土石流研討會， 第 180-189 頁 。

20. 陳榮河，1999，「土石流之發生機制」，地工技術，第 74 期， 第 21-28 頁。

21. 陳榮河、連惠邦，2000，「土石流流出規模之研究」，行政院國家 科學委員會專題研究計畫成果報告，NSC 89-2625-Z035-001。

22. 陳晉琪，2000，土石流發生條件及發生機率之研究，成功大學水 利及海洋工程學系，博士論文。

23. 張守陽，1997，「台灣地區二十四小時設計雨型之研究」，農業工 程學報，第43 卷，第 2 期，第 21-33 頁。

24. 張守陽，1998，「逕流破壞土石流之實驗研究」，第九屆水利工程 研討會，第H19-H28 頁。

25. 張守陽、林鼎祥，1999，「土石流流動特性與偵測系統之研究」，

第二屆土石流研討會論文集，第110-119 頁。

26. 張東炯、謝正倫，1997，「中部地區土石流現場調查與分析」，農 業工程學報，第43 卷，第 3 期，第 31-46 頁。

27. 趙世照，1992，天然土石壩漸進破壞過程之探討，國立中興大學 水土保持學研究所碩士論文。

１１０

32. Ala, S., Mathewson, C. C., 1990, “Structural control of ground-water induced debris flow: Hydralics”, Hydrology of Arid Lands, pp.

590-595.

33. Atkinson, J. H., Farrar, D. M., 1985, “Stress Path Tests to Measure Soil Strength Parameters for Shallow Landslips”, Proceedings of the 11th International Conference on Soil Mechanics and Foundation Engineering, pp. 983-986.

34. Anderson, S.A., Sitar, N., 1995, “Shear strength and slope stability in a shallow clayey soil regolith”, in Reviews in engineering geology.

Edited by W.C. Haneburg and S.A. Anderson. Geological Society of America, Boulder, Colo. Vol. 10, pp. 1-11.

35. Arya, L. M., Paris, J. F., 1981, “A Physicoempirical model to predict the soil moisture characteristic from particle-size distribution and bulk density data,” Soil Science of America, Vol. 42, pp. 103-130.

36. Baroni, C. et al., 2003, “Complete grain-size analyses on debris-flow source area in the Carrara marble basins”, Apuane Alps, Italy,

１１１

Proceedings 3rd International DFHM Conference,Davos, Swizerland, September 10-12, pp. 809-820.

37. Baxes G. A., 1994, Digital Image Processing: Principles and Applications, JOHN WILEY & SONS, New York.

38. Biegel, R. L., C. G. Sammis, and J. H. Dieterich , 1989 , “The frictional properties of a simulated gouge having a fractal particle distribution”, Journal of Structural Geology, Vol. 11, No .7, pp.

827-846.

39. Bonnet-Staub, I., 1999, “Définition d'une typologie des dépôts de laves torrentielles et identification de critères granulométriques et géotechniques concernant les zones sources”, Bulletin of Engineering Geology and Environment, Vol.57, pp. 359-367.

40. Burdine, N. T., 1953, “Relative permeability from pore size distribution data”, Trans. Am. Inst. Min. Metall. Pet. Eng., Vol. 198, pp.

71-78.

41. Cannon, S. H., Ellen, S. D., 1985, “Rainfall conitions for abundant debris avalanches in San Francisco Bay region California”, Calfornia Geology, Vol. 38, No. 12, pp. 267-272.

42. Crosta, G. B., Dal N. P., 2003, “Observations and modelling of soil slip-debris flow initiation processes in pyroclastic deposits: the Sarno 1998 event”, Nat. Hazards Earth Syst. Sci., Vol. 4, pp. 57-72.

43. Dougherty, E., & Lotufo, R. A., 2003, Hands-On Morphological Image Processing, SPIE.

44. Ellen, S.D., and Fleming, R.W., 1987, “ Mobilization of debris flows from soil slips, San Francisco Bay region, California”, in Costa, J.E., and Wieczorek, G.F., eds., Debris flows/avalanches: Process,

１１２

recognition and mitigation, Geological Society of America, Reviews in Engineering Geology, Vol. 7, pp. 31-40.

45. Frey, E., Wilhelm, J., “Elasticity of Stiff Polymer Networks”, Phys.

Rev. Lett., Vol. 91, No. 10, pp. 108103.

46. Friedman, G. M., J. E. Sanders, 1978, Principles of Sedimentology , John Wiley & Sons, Canada, pp. 63-72.

47. Fiorillo, F., Guadagno, F. M., Aquino, S., Blasio, A., 2001, “The December 1999 Cervinara landslides: further debris flow in the pyroclastic deposits of Campania (Southern ltaly)”, Engineering Geology, Vol. 60, pp. 171-184.

48. Fiorillo, F., Wilson, R. C., 2004, “Rainfall induced debris flows in pyroclastic deposits, Campania (southern Italy)”, Engineering Geology Vol. 76, pp. 243-269.

49. Gimenez, D., Perfect, E., Pachepsky Y., 1997, “Fractal models for predicting soil hydraulic properties”, Engineering Geology Vol. 46, pp.

141-163.

50. Illerström, A., 1998, “A 3-D laser technique for size, shape and texture analysis of ballast”, master thesis at Division of Engineering Geology, Royal Institute of Technology, Stockholm.

51. Iverson, R. M., Reid, M. E., LaHusen, R. G., 1997, “Debris-flow mobilization from landslides.” Annual Rev. of Earth and Planetary Science, Vol. 25, pp. 85-138.

52. Jenkins, J. T., Mancini, F., 1987, “Balance laws and constitutive relations for plane flows of a dense, binary mixture of smooth, nearly elastic, circular disks”, Trans. ASME: J. Appl. Mech., Vol. 54, pp.

27-34.

１１３

53. Johnson, K. A., Sitar, N., 1990, “Hydrologic conditions leading to debris flow initiation.” Can. Geotech. J., Vol. 27, No. 6, pp. 789-801.

54. Krohn, C. E., 1988, "Fractal measurements of sandstones, shales, and carbonates," Journal of Geophysical Research, Vol. 93, No. B4, pp.

3297-3305.

55. Lumb, P., 1975, “Slope Failures in Hong Kong”, Quarterly Journal Engineering Geology, Vol. 8, pp. 31-65.

56. Mandelbrot, B., 2002, The Fractal Geometry of Nature, W. H.

Freeman., pp. 95.

57. McCarthy, D. F., 1982, Essentials of Soil Mechanics and Foundations, Prentice-Hall, Virginia, pp. 65-70.

58. Michael, D. A., 1999, “JasPer: A software-based JPEG-2000 codec implementation”, Proc. of IEEE International Conference on Image Processing, Vancouver, BC, Canada.

59. Moore, C. A., Krepfl, M., 1991, “Using fractals to model soil fabric,”

Geotechnique Vol. 41, No.1, pp. 123-134.

60. Nakagaawa, H. and Takahashi, T., 1997, “Estimation of a debris flow hydrograph and hazard area”, Proceedings of the 1st int. conf. On Debris flow hazard Mitigation, Cal. USA, pp. 697-706.

61. Otsu, N., 1979, “A Threshold Selection Method from Gray-Level Histograms”, Journal of IEEE Transactions on Systems, Man, and Cybernetics, SMC-9, pp. 62-66.

62. Rieu, M., Sposito, G., 1991, “Fractal fragmentation, soil porosity, and soil water properties: II. Applications,” Soil Science of America, Vol. 55, pp. 1239-1244.

63. Sammis, C. G., G. King, and R. Biegel, 1987, "The kinematics of

１１４

gouge deformation ," Pure and Applied Geophysics, Vol. 125, pp.

777-794.

64. Sidle, R.C., A.M. Milner, 1990, “Physical facts influencing stream development in Glacier Bay National Park, Alaska”. In: Second Glacier BayScience Symposium, 1988. Milner, A.M. and J.D. Wood, Jr.

(eds). Glacier BayNational Park & Preserve, AK, U.S. National Park Service, pp. 19-25.

65. Sitar, N., 1990, “Seismic Response of steep slopes in weakly cemented sands and gravels”, Proceedings of the H.B. Seed Memorial Symposium, Bitech Publishers, Vancouver, BC, pp. 67-82.

66. Sitar, N., Anderson, S.A., Johnson, K.A., 1992, “Conditions for initiation of rainfall-induced debris flows. In Stability and Performance of Slopes and Embankments II, R.B. Seed and R.W.

Boulanger editors”, ASCE, Geotech, Spec. Pub., Vol. 31, No. 1, pp.

834-849.

67. Takahashi, T., 1978, “Mechanical characteristics of debris flow”

Journal of Hydraulics Div ASCE, Vol. 104, No. 8, pp. 1153-1169.

68. Takahashi, T., 1991, Debris Flow, IAHR Monograph, Balkema.

69. Ter-Stepanian, G., 2002, “Suspension force and mechanism of debris flows”, Bull Eng Geol Environ Vol.61, pp. 197-205.

70. Tapobrata, L., Abhijit, C., Anjan, K. D., 1998, “Multilamellar vesicular clusters of phosphatidylcholine and their sensitivity to spectrin: A study by fractal analysis”, Journal of Structural Biology Vol. 121, pp. 176-183.

71. Tarantino A., Bosco G., 2000, “Role of soil suction in understanding the triggering mechanisms of flow slides associated with rainfall”,

１１５

Proceedings of the Second International Conference on Debris-Flow Hazards Mitigation, Taiwan, pp. 81-88.

72. Turcotte, D. L., 1986, “Fractals and fragment”, Journal of Geophysical Research, Vol. 91, No. B2, pp. 987-996.

73. Tyler, S. W., Wheatcraft, S. W., 1989, “Application of fractal mathematics to soil water retention estimation,” Soil Science of America, Vol. 53, No. 4, pp. 987-996.

74. Tyler, S. W., Wheatcraft, S. W., 1990, “Fractal processes in soil water retention,” Water Resources Research, Vol. 26, pp.

1047-1054.

75. Tyler, S. W., Wheatcraft, S. W., 1992, ‘‘Fractal scaling of soil particle size distribution: Analysis and limitations.’’ Soil Sci. Soc. Am. J., Vol.

56, pp. 362-370.

76. Varnes, D.J., 1978, “Slope movement and types and processes in Landslides－Analysis and control, Transportation Research Board”, National Academy of Sciences, Washington, D.C., Special Report 176, Chapter 2, Figure 2-1.

77. Vincent, L., 1991, “Morphological Transformations of Binary Images with Arbitrary Structuring Elements”, Signal Processing, Vol. 22, No.

1, pp. 3-23.

78. West, T. R., 1995, Geology Applied to Engineering, Prentice-Hall, New Jersey, pp. 162-165.

79. Znamensky, D., Gramani, M. F., 2000, “Debris-flow grain-size analysis”, Debris-Flow Hazards Mitigation 1, A.A. Balkema, Rotterdam, 149X.