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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Geotechnical Control Office(1982a) 4.4 (a) (b) Critical duration of storm permanent perched water tables transient perched water tables geological boundary on which the water is perched 198
1. 2. 3. 4. 5. 4.3.3 Wetting Band Wetting Band 199
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MOTC-STAO-92-12
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MOTC-STAO-92-12
Page 5 and 6:
1009205237 MOTC-STAO-92-12 02-23
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...................................
Page 9 and 10:
8.2.3 ............................
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1.1 21 ...........................
Page 13 and 14:
3.37 .............................
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4.5 ..............................
Page 17 and 18:
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
Page 49 and 50:
4. Black Toppling R-TO-20 3.7 3.8
Page 51 and 52:
6. Debris Toppling R-TO-40 3.1
Page 53 and 54:
8. Plane Slide R-SL-20 3.15 3.
Page 55 and 56:
10. Debris Slide R-SL-40 3.19 3.2
Page 57 and 58:
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
Page 87 and 88:
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
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
Page 173 and 174: 1. Abramson, L.W., Lee, T.S., Sharm
Page 175 and 176: 22. 1998 23. 2000 921 24. 2002
Page 177 and 178: 157
Page 179 and 180: 3 159
Page 181 and 182: (3) 1. 2. 3. 4. 161
Page 183 and 184: 163
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: porosity groundwater modeling
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 and 234: 6.1 6.1.1 1. 2. 3. 4. 5. unit h
Page 235 and 236: 6.1.3 Bransby-Williams L t =
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.
Page 253 and 254: 7.9 7.10 233
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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