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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3.57 ....................................................................... 62 3.58 ........................................................................... 63 3.59 2K+370................................................. 65 3.60 ........................................................................... 65 3.61 ........................................................................... 66 3.62 ....................................................................... 66 3.63 ............................................................... 67 3.64 ........................................................................... 67 3.65 ............................................................... 70 3.66 ........................................................... 70 3.67 ........................................................... 71 3.68 18 ................................................. 71 3.69 ............................................................... 72 3.70 ............................................................................... 72 3.71 9 ........................................................... 74 3.72 18 ......................................................... 74 4.1 ................................................................................. 78 4.2 ............................................................................. 79 4.3 ......................................................................................... 80 4.4 ..................................................................................................... 83 X
4.5 ............................................. 86 4.6 GEO1998 ................................... 90 5.1 ..................................................................................................... 92 5.2 ..................................................................................... 93 5.3 ......................................................................... 93 5.4 ............................................................................. 94 5.5 ............................................................................................. 96 5.6 ................................................................................................. 96 5.7 ............................................. 97 5.8 ..................................................... 98 5.9 ................................................................. 99 5.10 ........................................................................... 99 5.11 ......................................................................................... 101 5.12 EPS ............................................................. 102 6.1 9 ....................................... 106 6.2 9 ........................................... 106 7.1 ............................................................................................... 116 7.2 ................................................................................... 119 8.1 18 24k+800 ......................................................... 125 8.2 18 25k+600 ......................................................... 125 XI
Page 1 and 2: MOTC-STAO-92-12
Page 3 and 4: MOTC-STAO-92-12
Page 5 and 6: 1009205237 MOTC-STAO-92-12 02-23
Page 7 and 8: ...................................
Page 9 and 10: 8.2.3 ............................
Page 11 and 12: 1.1 21 ...........................
Page 13: 3.37 .............................
Page 17 and 18: 8.23 .............................
Page 19 and 20: 247 1. 2. TRB GEO
Page 21 and 22: 1.1 1
Page 23 and 24: 3 TRB 1996
Page 25 and 26: 5
Page 27 and 28: 1. 2. TRBSpecial Report2471
Page 29 and 30: Analytic Hierarchy Process AHP Disc
Page 31 and 32: 11 88
Page 33 and 34: _______________ _______________
Page 35 and 36: 3.1(3) mm 1 mm mm 2
Page 37 and 38: 3.1(4) [1][2] [2] [2] [3]
Page 39 and 40: 3.1(6) GPS N E M
Page 41 and 42: 3.1 TRBSpecial Report2471996 3.
Page 43 and 44: 5. Flow 6. Creep
Page 45 and 46: 3.3 R FA TO SL SP FL 10
Page 47 and 48: 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
Page 59 and 60: 15. Debris Flow R-FL-20 2 2 5
Page 61 and 62: 17. Soil Topple S-TO-10 3.31 3.32
Page 63 and 64: (a) (b) (c) 3.34 3.35 43
Page 65 and 66:
20. Soil Spread S-SP-10 1999 921
Page 67 and 68:
3.2 TRB Special Report 247
Page 69 and 70:
3.4 010 011 012 013 014
Page 71 and 72:
3.49 3.50 (7) E-070 3.51 (8)
Page 73 and 74:
3.44 18 3.45 53
Page 75 and 76:
3.47 9 3.48 55
Page 77 and 78:
3.51 3 3.52 57
Page 79 and 80:
(6) I-060 3.58 (7) I-070
Page 81 and 82:
3.54 3.55 3 61
Page 83 and 84:
3.58 3. V (1) V-010 3.
Page 85 and 86:
3.59 2K+370 3.60 65
Page 87 and 88:
3.63 (a) (b) 3.64 67
Page 89 and 90:
A. D-021 56 B. D-022 1215
Page 91 and 92:
3.67 3.68 18 71
Page 93 and 94:
5. A (1) A-010 line post 10
Page 95 and 96:
qualitative quatitative 1 / yea
Page 97 and 98:
4.1 Geographic Information
Page 99 and 100:
4.2 4.3 4.1 4.2 79
Page 101 and 102:
4.1 . 20 40 60 80 100 0
Page 103 and 104:
4.4 25 -45 Gr3Gc3Gp1 1,350 0.0
Page 105 and 106:
e 0.20 0.20 0 0 0.80 0.80 0
Page 107 and 108:
4.5 20-25 25-30 30-35 35-40 40-
Page 109 and 110:
2000 1 1 1 0.5 d c 2000
Page 111 and 112:
5.1 5.1 5.2 5.3 La
Page 113 and 114:
5.2 5.3 93
Page 115 and 116:
5.2.1 Colorado CRSP 100 1.7
Page 117 and 118:
1 5.7 5.7 97
Page 119 and 120:
5.9 5.10 5.4 Geosynthetics
Page 121 and 122:
5.4.4 Filtration Separation 5
Page 123 and 124:
6.1 1. precipitation runoff
Page 125 and 126:
(1) Mass Properties Porosity
Page 127 and 128:
3. Cut Slopes Fill Slopes Eart
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50 500 10 4.6 GEO 4.
Page 131 and 132:
CLSM Control Low Strength Material
Page 133 and 134:
113
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
Page 141 and 142:
18 3.1 1. 2. 3.
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
Page 157 and 158:
8.21 4. 8.22 137
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
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 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 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.
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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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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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