參考文獻 |
參考文獻
1.吳京霖,「砂粒受水平振動行為之研究」,碩士論文,國立中央大學土木工程研究所,中壢 (2001) 。
2.戴其璜,「振動床運動機制之研究」,碩士論文,國立中央大學機械工程研究所,中壢 (2001) 。
3.彭子軒,「慢顆粒流之輸送帶實驗與影像分析」,碩士論文,國立中央大學土木工程研究所,中壢 (2002) 。
4.李明達,「震動床粒子分離機制研究」,碩士論文,國立中央大學機械工程研究所,中壢 (2003) 。
5.周東寬,「二維斜坡顆粒流之輸送帶實驗與分析」,碩士論文,國立中央大學土木工程研究所,中壢 (2003) 。
6.陳俊中,「剪力槽中粒子混合機制研究」,碩士論文,國立中央大學機械工程研究所,中壢 (2003) 。
7.周憲德,「邊坡破壞與崩塌轉化成土石流之研究(一)」,行政院國家科學委員會專題研究計畫成果報告,第1-30頁 (2002) 。
8.周憲德,「邊坡破壞與崩塌轉化成土石流之研究(二)」,行政院國家科學委員會專題研究計畫成果報告,第1-38頁(2003) 。
9.周憲德、張藝耀,「斜坡堆積圓球及圓柱受水平振動時之傾斜角分析」,中國土木水利工程學刊,第十六卷,第一期,第145-154頁 (2004) 。
10.Albers, G., Guibas, L.J., Mitchell, J.S.B., and Roos, T., “Voronoï diagrams of moving points”, Int. J. Comput. Geom. & Appl, Vol. 8, pp. 365-379 (1998).
11.Allen, M. P., Frenkel, D., and Gignac, W., “A Monte Carlo simulation study of the two-dimensional melting mechanism,” J. Chem. Phys, Vol. 78, No. 6, pp. 4206-4222 (1983).
12.Ashida, K., Egashira, S., and Ohtsuki, H., “Dynamic behavior of a soil mass produced by slope failure,” 京大防災研究所年報 第26號 B-2 (昭58.4) pp.315-325 (1983).
13.Bagnold, R.A., “Experiments on a gravity-free dispersion of large solid spheres in a Newtonian fluid under shear,” Royal Society London Ser. A, Vol. 225, pp.49-63 (1954).
14.Bagnold, R.A., “The shearing and dilatation of dry sand and the ‘singing’ mechanism,” Philos. Trans. R. Soc. London Ser. A, 295, pp.219-232 (1966b).
15.Capart, H., “Dam-break induced geomorphic flows and the transition from solid- to fluid-like behavior across evolving interfaces,” PhD thesis, UCL, Belgium (2000).
16.Capart, H., Young, D.L., and Zech, Y., “ Voronoï imaging methods for the measurement of granular flows , ” Exp. Fluids, Vol.32, pp. 121-135(2002).
17.Chiang, J.P., Hsu, W.H., and Chen, Y.J., “Friction-induced motion of a one-dimensional array of particles,” 台大物理系暑期專題報告 (2004)。
18.Das, B.M., “Principles of Geotechnical Engineering,” PWS-KENT Publishing Company, Boston, pp.179-287 (1990).
19.Davies, T.R.H., “Debris flow surges-a laboratory investigation,” Mitt. d. Versuchsan-stalt fur Wasserbau, Hydrologie und Glaziologie Nr. 96, ETH Zurich (1988).
20.Drake, T.G., “Structural features in granular flows”, Journal of Geophysical Research, Vol. 95, No. B6, pp.8681-8696 (1990).
21.Dury, C.M., and Ristow, G.H., “Boundary effects on the angle of repose in rotating cylinders,” Physical Review E, Vol. 57, No.4, pp.4491-4496 (1998).
22.Fortune, S., “A sweepline algorithm for Voronoi diagrams”, Algorithmica, No. 2, pp. 153-174 (1987).
23.Goodrich, M.T., Mitchell, J.S.B., and Orletsky, M.W., “Approximate geometric pattern matching under rigid motions”, IEEE Trans. Pattern Anal. Machine Intell, Vol. 21, pp. 371-379 (1999).
24.Guler, M., Edil, T.B., and Bosscher, P.J., “Measurement of particle movement in granular soils using image analysis”, J. Comp .Civ. Eng., Vol. 13, pp. 116-122 (1999).
25.Hill, K.M., Gioia, G., and Tota, V.V., “Structure and Kinematics in Dense Free-Surface Granular Flow,” Physical Review Letters, Vol. 91, No. 6, pp.1-4 (2003).
26.Hanes, M.D., and Inman, D.L., “Experimental Evaluation of a Dynamic Yield Criterion for Granular Fluid Flows,” Journal of Geophysical. Research, Vol. 90, No.B5, pp.3670-3674 (1985).
27.Hsiau, S.S., and Yang, W.L., “Stresses and transport phenomena in sheared granular flows with different wall conditions,” Physics of Fluids, Vol. 14, No.2, pp.612-621 (2002).
28.Hubl, J., and Steinwendtner, H., “Estimation of rheological properties of viscous debris flow using a belt conveyor,” Phys. Chem. Earth (B), Vol. 25, No. 9, pp.751-755 (2000).
29.Iverson, R.M., Reid, M.E., and LaHusen, R.G., “Debris-flow mobilization from landslides,” Annual Review of Earth and Planetary Sciences 25, pp.85-138 (1997).
30.Iverson, R.M., “The physics of debris flows,” Reviews of Geophysics, Vol. 35, No. 3, pp.245-296 (1997a).
31.Iverson, R.M., and Vallance, J.W., “New view of granular mass flows,” Journal of Geology, Vol. 29, No.2, pp.115-118 (2001).
32.Jähne, B., “Digital Image Processing”, Springer (1995).
33.Legros, F., “The mobility of long-runout landslides,” Engineering Geology Vol. 63, pp.201-331 (2002).
34.Luding, S., “Stress distribution in static two dimensional granular modelmedia in the absence of friction,” Phys. Rev. E, Vol. 1, pp.1-17 (1997).
35.Okabe, A., Boots, B., and Sugihara, K., “Spatial Tesselations: Concepts and Applications of Voronoï Diagrams ,” Wiley (1992).
36.Pouliquen, O., “Scaling laws in granular flow down rough inclined planes,” Physics of Fluid, Vol. 11, No.3, pp.542-548 (1999).
37.Parsons, J.D., Whipple, K.X., and Simon, A., “Experimental Study of the Grain-Flow, Fluid-Mud transition in Debris Flows,” Journal of Geology, Vol. 109, pp.427-447(2001).
38.Quartier, L., Andreotti, B., and Daerr, A., “Dynamic of a grain on a sandpile model,” Physical Review E, Vol. 62, No.6, pp.8299-8307 (2000).
39.Radjai, F. “Friction-induced self-organization of a one-dimensional array of particles,” Physics Review E, Vol. 51, No.6, pp.6177-6187 (1995).
40.Radjai, F., Evesque, P., Bideau, D., and Roux, S., “Stick-slip dynamics of a one-dimensional array of particles,” Physical Review E, Vol. 52, No.25, pp.5555-5564 (1995).
41.Savage, S.B., and Hutter, K., “The motion of a finite mass of granular material down a rough inclines,” J. Fluid Mech. Vol. 199, pp.177-215 (1989).
42.Sibson, R., “A brief description of natural neighbour interpolation. In: Interpreting Multivariate Data (ed. Barnett C),” Wiley, pp. 21-36 (1981).
43.Takahashi, T.,“ Initiation and flow of various types of debris- flow,” Proceeding of the Second International Conference on Debris-Flow Hazards Mitigation ,Taiwan, 2000, pp.15-25.
44.Tennakoon, S.G.K., Kondic, L., and Behringer, R.P., “Onset of flow in a horizontally vibrated granular bed: Convection by horizontal shearing,” Europhysics Letters, Vol. 45, No.4, pp.470-475 (1999).
45.Zanuttigh, B., and Lamberti, A., “Granular flow in equilibrium with the bottom: experimental analysis and theoretical prediction,” Nonlinear Processes in Geophysics, Vol. 9, pp.207-220 (2002). |