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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3.4 010 020 030 040 E 050 060 070 080 090 010 011 012 020 030 040 I 050 060 070 071 072 073 074 010 020 030 V 040 050 060 070 48
3.4 010 011 012 013 014 020 021 D 022 023 024 025 026 030 031 032 010 020 A 030 040 050 1. E (1) E-010 49
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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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...................................
Page 9 and 10:
8.2.3 ............................
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1.1 21 ...........................
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3.37 .............................
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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 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: 3.2 TRB Special Report 247
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
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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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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
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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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