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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thick needle-puncted geotextiles in-plane 5.4.2 0.51 1030 5.4.3 5.15 100
5.4.4 Filtration Separation 5.5 Expanded Polystyrene, EPS 470 / 5.11 5.12 EPS 5.11 101
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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
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: 5.9 5.10 5.4 Geosynthetics
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
Page 129 and 130: 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
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2. 187
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incorporated water balance equatio
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4.1.3 Infiltration ( ) (1) (2)
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Fault shatter-zones heavily-joint
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piezometer tensiometers
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porosity groundwater modeling
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1. 2. 3. 4. 5. 4.3.3 Wetting Band
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saturation trial pits disturba
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pumping dewatering 1. reservoirs
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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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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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