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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n= porosity S 0 = initial degree of saturation S f = final degree of saturation t= duration of rainfall Lumb(1975) k ⋅ t h = n( S − S ) [4.2] 0 f permeability infiltration tests with a double ring graduated bottles 4.2 4.3.4 202
pumping dewatering 1. reservoirs 2. fresh water mains 3. flushing water mains 4. sewers 5. storm drains 6. catchwater channels 7. water tunnels Geotechnical Control Office,1982a drawdown effects 203
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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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Page 173 and 174: 1. Abramson, L.W., Lee, T.S., Sharm
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Page 193 and 194: 2.2 1999 173
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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: saturation trial pits disturba
Page 225 and 226: Coates,1970Hoek & Bray,1981 fi
Page 227 and 228: siltation 4.4.2 adits rei
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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
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Page 237 and 238: ock trap rock traps handing-ov
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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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