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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empirical equation Rational Method Tin1969 Q litres/sec KiA Q = [6.1] 3600 i mm/hr A m 2 K K 1.0 6.1.2 topographic contours hydrology 214
6.1.3 Bransby-Williams L t = 0.14465( ) [6.2] 0.2 0. 1 H ⋅ A t A H m/100m L 6.1.4 mean rainfall intensity ( ) 215
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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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...................................
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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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6.1 1. precipitation runoff
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(1) Mass Properties Porosity
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3. Cut Slopes Fill Slopes Eart
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50 500 10 4.6 GEO 4.
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CLSM Control Low Strength Material
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113
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7.1 9 18 3 115
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Nominal Scale Pairwise Comparisons
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SPSS 7.2 119
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18 3.1 1. 2. 3.
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8.1 8.2 8.1 8.15 22k+80032k+100 2
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8.1 18 24k+800 8.2 18 25k+600 1
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8.5 18 28k+200 8.6 18 57k+300 1
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8.9 18 65k+000 8.10 18 65k+500
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8.13 18 69k+000 8.14 18 70k+000
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8.16 18 8.17 133
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8.18 2. 8.19 GPS 8.20 ArcGIS 1
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8.21 4. 8.22 137
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8.23 8.2.3 8.24 8.24 139
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8.25 8.26 8.3.2 141
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8.28 18 69k+40070k+000 81k+400~46
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TRBSpecial Report 247 TRBSpecial R
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147 9.1 18
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10.1 92 1. 2. 3.
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10.2 1. 2. GIS 3. 9 18
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1. Abramson, L.W., Lee, T.S., Sharm
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22. 1998 23. 2000 921 24. 2002
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157
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3 159
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(3) 1. 2. 3. 4. 161
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Page 185 and 186: 1. 2. 3. 4. 5. 6. 7. 1
Page 187 and 188: 4. 1. 2. 79 4.1 Pf 82 4.3 3.
Page 189 and 190: 18 18 16
Page 191 and 192: 1999 2.1 2.2 171
Page 193 and 194: 2.2 1999 173
Page 195 and 196: 2.1.3 2.2 2.2.1
Page 197 and 198: 2.2.3 1. (1) (2) (3) (7) ( ) (8
Page 199 and 200: 2. 3. 4. 5. 2.3.3
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
Page 207 and 208: 2. 187
Page 209 and 210: incorporated water balance equatio
Page 211 and 212: 4.1.3 Infiltration ( ) (1) (2)
Page 213 and 214: Fault shatter-zones heavily-joint
Page 215 and 216: piezometer tensiometers
Page 217 and 218: porosity groundwater modeling
Page 219 and 220: 1. 2. 3. 4. 5. 4.3.3 Wetting Band
Page 221 and 222: saturation trial pits disturba
Page 223 and 224: pumping dewatering 1. reservoirs
Page 225 and 226: Coates,1970Hoek & Bray,1981 fi
Page 227 and 228: siltation 4.4.2 adits rei
Page 229 and 230: 4.5.1 Granular Filters graded fil
Page 231 and 232: United States Bureau of Reclamation
Page 233: 6.1 6.1.1 1. 2. 3. 4. 5. unit h
Page 237 and 238: ock trap rock traps handing-ov
Page 239 and 240: S gradient of channel energy dissi
Page 241 and 242: 6.3.2 Vegetation Succession 6.
Page 243 and 244: 6.3.5 3 8 75% 25% 30%
Page 245 and 246: 40 50 50 1.2 6.4.3
Page 247 and 248: 227 (1) (2) (3) (4) 7.
Page 249 and 250: 7.3 7.4 229
Page 251 and 252: 7.6 90 V 7.2 1. 7.7 7.9 2. 7.
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Page 255 and 256: 7.13 7.14 235
Page 257 and 258: 7.16 237
Page 259 and 260: 7.19 7.4 1. 7.20 7.21 2. 7.
Page 261 and 262: 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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