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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3.1 TRBSpecial Report2471996 3.2 rock debris soil fall topple slide spreads flow creep Rock fall Rock fall Rock topple topple slide spreads 3.2 Rock slide Rock spreads Debris Debris fall Debris topple Debris slide Debris spreads earth Soil fall Soil topple Soil slide Soil spreads Soil flow flow Rock flow Debris flow creep Soilcreep 1. Fall 76 HV = 0.251 21
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 and 14: 3.37 .............................
Page 15 and 16: 4.5 ..............................
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: 3.1(6) GPS N E M
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
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3.67 3.68 18 71
Page 93 and 94:
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
Page 137 and 138:
Nominal Scale Pairwise Comparisons
Page 139 and 140:
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
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
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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
Page 169 and 170:
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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163
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1. 2. 3. 4. 5. 6. 7. 1
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4. 1. 2. 79 4.1 Pf 82 4.3 3.
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18 18 16
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1999 2.1 2.2 171
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2.2 1999 173
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2.1.3 2.2 2.2.1
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2.2.3 1. (1) (2) (3) (7) ( ) (8
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2. 3. 4. 5. 2.3.3
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181 2.1 2003 10%
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183 (1) (2) (3) (4) (5) (6) 2.4
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2.5.1 SPT 63.5 76 45 1545 N
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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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ock trap rock traps handing-ov
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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
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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