山區道路邊坡崩塌防治工法最佳化研究（一） - 國家災害防救科技中心

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Institution of Mining and Metallurgy, London, pp. 150-198. 12. Huang, Y.H. (1983) Stability Analysis of Earth Slopes, Van Nostrand Reinhold. 13. Jones, C.J.F.P. (1996) Earth Reinforcement and Soil Structures, American Society of Civil Engineers. 14. Norris, C.H., Wilbur, J.B., and Utku, S. (1976) Elementary Structural Analysis”, McGraw-Hill, New York. 15. Prior, D.E., Brunsden, D., and Prior, D.B. (1984) Slope Instability, John Wiley & Sons Inc.. 16. Schuster, R.L. and Krizek, R.J. (1978) Landslide Analysis and Control, Transportation Research Board National Research Council Special Report 176, National Academy of Sciences, Washington, D.C. 17. Turner, A.K. and Schuster, R.L. (1996) Landslide Investigation and Mitigation, Transportation Research Board National Research Council Special Report 247, National Academy Press, Washington D.C. 18. Walker, B.F. (1987) Soil Slope Instability and Stabilization, A. A. Balkema. 19. Xanthakos, P.P., Abramson, L.W., and Bruce, D.A. (1994) Ground Control and Improvement, Interscience. 20. 46 21. 1998 関 , Manual for Zonation on Seismic Geotechnical Hazards, Technical Committee for Earthquake Geotechnical Engineering, TC4, ISSMGE. 154
22. 1998 23. 2000 921 24. 2002 25. 2000 26. 2003 27. 2003 28. 2000 29. 2001 1.0 30. 2003 31. 1998 32. 2002 33. 2002 92 45-52 34. 1991 1 123-129 35. 1992 155
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MOTC-STAO-92-12
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MOTC-STAO-92-12
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1009205237 MOTC-STAO-92-12 02-23
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8.2.3 ............................
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1.1 21 ...........................
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3.37 .............................
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4.5 ..............................
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8.23 .............................
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247 1. 2. TRB GEO
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1.1 1
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3 TRB 1996
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5
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1. 2. TRBSpecial Report2471
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Analytic Hierarchy Process AHP Disc
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11 88
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_______________ _______________
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3.1(3) mm 1 mm mm 2
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3.1(4) [1][2] [2] [2] [3]
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3.1(6) GPS N E M
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3.1 TRBSpecial Report2471996 3.
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5. Flow 6. Creep
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3.3 R FA TO SL SP FL 10
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2. Debris Fall R-FA-20 20 80 2 3
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4. Black Toppling R-TO-20 3.7 3.8
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6. Debris Toppling R-TO-40 3.1
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8. Plane Slide R-SL-20 3.15 3.
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10. Debris Slide R-SL-40 3.19 3.2
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12. Block Spread R-SP-10 3.23
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15. Debris Flow R-FL-20 2 2 5
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17. Soil Topple S-TO-10 3.31 3.32
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(a) (b) (c) 3.34 3.35 43
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20. Soil Spread S-SP-10 1999 921
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3.2 TRB Special Report 247
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3.4 010 011 012 013 014
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3.49 3.50 (7) E-070 3.51 (8)
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3.44 18 3.45 53
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3.47 9 3.48 55
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3.51 3 3.52 57
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(6) I-060 3.58 (7) I-070
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3.54 3.55 3 61
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3.58 3. V (1) V-010 3.
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3.59 2K+370 3.60 65
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3.63 (a) (b) 3.64 67
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A. D-021 56 B. D-022 1215
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3.67 3.68 18 71
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5. A (1) A-010 line post 10
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qualitative quatitative 1 / yea
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4.1 Geographic Information
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4.2 4.3 4.1 4.2 79
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4.1 . 20 40 60 80 100 0
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4.4 25 -45 Gr3Gc3Gp1 1,350 0.0
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e 0.20 0.20 0 0 0.80 0.80 0
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4.5 20-25 25-30 30-35 35-40 40-
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2000 1 1 1 0.5 d c 2000
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5.1 5.1 5.2 5.3 La
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5.2 5.3 93
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5.2.1 Colorado CRSP 100 1.7
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1 5.7 5.7 97
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5.9 5.10 5.4 Geosynthetics
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5.4.4 Filtration Separation 5
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Page 125 and 126: (1) Mass Properties Porosity
Page 127 and 128: 3. Cut Slopes Fill Slopes Eart
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Page 131 and 132: CLSM Control Low Strength Material
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Page 135 and 136: 7.1 9 18 3 115
Page 137 and 138: Nominal Scale Pairwise Comparisons
Page 139 and 140: SPSS 7.2 119
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Page 143 and 144: 8.1 8.2 8.1 8.15 22k+80032k+100 2
Page 145 and 146: 8.1 18 24k+800 8.2 18 25k+600 1
Page 147 and 148: 8.5 18 28k+200 8.6 18 57k+300 1
Page 149 and 150: 8.9 18 65k+000 8.10 18 65k+500
Page 151 and 152: 8.13 18 69k+000 8.14 18 70k+000
Page 153 and 154: 8.16 18 8.17 133
Page 155 and 156: 8.18 2. 8.19 GPS 8.20 ArcGIS 1
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Page 159 and 160: 8.23 8.2.3 8.24 8.24 139
Page 161 and 162: 8.25 8.26 8.3.2 141
Page 163 and 164: 8.28 18 69k+40070k+000 81k+400~46
Page 165 and 166: TRBSpecial Report 247 TRBSpecial R
Page 167 and 168: 147 9.1 18
Page 169 and 170: 10.1 92 1. 2. 3.
Page 171 and 172: 10.2 1. 2. GIS 3. 9 18
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Page 201 and 202: 181 2.1 2003 10%
Page 203 and 204: 183 (1) (2) (3) (4) (5) (6) 2.4
Page 205 and 206: 2.5.1 SPT 63.5 76 45 1545 N
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Page 209 and 210: incorporated water balance equatio
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Page 213 and 214: Fault shatter-zones heavily-joint
Page 215 and 216: piezometer tensiometers
Page 217 and 218: porosity groundwater modeling
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Coates,1970Hoek & Bray,1981 fi
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siltation 4.4.2 adits rei
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4.5.1 Granular Filters graded fil
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United States Bureau of Reclamation
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6.1 6.1.1 1. 2. 3. 4. 5. unit h
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6.1.3 Bransby-Williams L t =
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ock trap rock traps handing-ov
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S gradient of channel energy dissi
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6.3.2 Vegetation Succession 6.
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6.3.5 3 8 75% 25% 30%
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40 50 50 1.2 6.4.3
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227 (1) (2) (3) (4) 7.
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7.3 7.4 229
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7.6 90 V 7.2 1. 7.7 7.9 2. 7.
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7.9 7.10 233
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7.13 7.14 235
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7.16 237
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7.19 7.4 1. 7.20 7.21 2. 7.
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7.22 7.23 241
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山區道路邊坡崩塌防治工法最佳化研究（一） - 國家災害防救科技中心

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