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1 | (14) |
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15 | (34) |
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15 | (2) |
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Transmission Line Parameters |
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17 | (5) |
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22 | (1) |
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Resistive Terminations and the Reflection Coefficient |
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22 | (2) |
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24 | (1) |
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25 | (1) |
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26 | (1) |
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Electric Field in Coaxial Cable |
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27 | (3) |
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Cable Geometry and Capacitance |
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30 | (2) |
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Measurement of Dielectric with Parallel Rods |
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32 | (2) |
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Propagation Velocity and Dielectric Constant |
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34 | (1) |
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Electric Field Distribution and Sampling Volume around Parallel Rods |
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35 | (3) |
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Measurement of Conductivity with Parallel Rods |
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38 | (2) |
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Attenuation in Conductive Media |
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40 | (3) |
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Attenuation of Multiple Reflections |
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43 | (3) |
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46 | (3) |
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49 | (32) |
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Soil Moisture Terminology |
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49 | (2) |
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51 | (3) |
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Site-Specific Calibration Methods |
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54 | (3) |
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Topp's Calibration Equation-the ``Yardstick,'' |
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57 | (1) |
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Calibration Coefficients for General Relationships |
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58 | (2) |
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Dielectric Properties and Absolute Water Content |
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60 | (15) |
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60 | (6) |
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Influence of soil density and shrinkage |
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66 | (2) |
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68 | (4) |
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72 | (3) |
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Alternative Soil Moisture Calibration Equations |
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75 | (6) |
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Field Experience and Verification of Soil Moisture Measurement |
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81 | (26) |
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Lysimeter and Bowen Ratio |
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81 | (1) |
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82 | (4) |
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Nuclear Density Moisture Gauge |
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86 | (1) |
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Applications and Installation Considerations |
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87 | (20) |
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Agriculture-irrigation control |
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88 | (3) |
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Landfill cover performance |
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91 | (3) |
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Infiltration and wetting fronts |
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94 | (1) |
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94 | (2) |
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Road and embankment construction on expansive clay |
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96 | (3) |
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Freeze-thaw behavior of soils |
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99 | (3) |
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Freeze-thaw pavement performance |
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102 | (5) |
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Monitoring Localized Deformation in Rock |
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107 | (32) |
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General Installation Considerations |
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107 | (2) |
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Reference crimps improve location accuracy |
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109 | (1) |
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Interpretation of Reflections |
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109 | (18) |
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110 | (6) |
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Effect of shear zone width |
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116 | (6) |
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122 | (2) |
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Combined shear and extension |
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124 | (3) |
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Resolution and Attenuation |
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127 | (10) |
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127 | (2) |
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129 | (3) |
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132 | (2) |
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Influence of multiple deformations |
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134 | (2) |
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Crimp optimization and resolution |
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136 | (1) |
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137 | (2) |
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Field Experience and Verification of Rock Deformation Measurement |
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139 | (30) |
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Comparison with Inclinometer |
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139 | (5) |
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Comparison with Observation Holes |
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144 | (5) |
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Comparison with Elastic Beam Theory |
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149 | (3) |
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152 | (2) |
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152 | (1) |
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153 | (1) |
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154 | (15) |
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Continuous Monitoring-strata movement over active mines |
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154 | (7) |
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Multiplexing-strata movement over an abandoned mine |
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161 | (4) |
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Production Well Deformation-in situ sulphur mine |
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165 | (4) |
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Monitoring Soil Deformation |
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169 | (38) |
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Localized Shearing Deformation of Soil |
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169 | (1) |
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Advantages of TDR Measurement of Localized Shearing in Soil |
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170 | (4) |
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Required Grout and Cable Compliance |
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174 | (4) |
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Localized vs. General Shear |
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178 | (3) |
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181 | (15) |
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Highwall slope and tailings embankment |
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181 | (9) |
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Relative stiffness revisited |
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190 | (4) |
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194 | (2) |
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Comparative Performance and Costs |
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196 | (2) |
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198 | (9) |
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Magnitude vs. displacement |
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202 | (2) |
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Low sensitivity of cable with gravel backfill |
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204 | (3) |
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Monitoring Structural Deformation |
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207 | (28) |
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MTDR versus OTDR for Structural Monitoring |
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207 | (1) |
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Internal Structural Deformation-Installation and Performance |
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208 | (10) |
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Masonry wall on spread footing |
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209 | (1) |
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210 | (1) |
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210 | (2) |
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Reinforced concrete column |
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212 | (1) |
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212 | (2) |
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214 | (4) |
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External Structural Deformation-Installation |
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218 | (4) |
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Scour depth measurement during flood |
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219 | (2) |
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Bridge pier or abutment movement |
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221 | (1) |
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OTDR and Elastic Structural Deformation |
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222 | (5) |
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Fiber optic component of a system |
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223 | (2) |
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OTDR component of a system |
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225 | (2) |
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Other optical measurement techniques |
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227 | (1) |
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227 | (4) |
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228 | (1) |
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Direct transverse strain and embedded stress tests |
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229 | (2) |
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Measurement of Longitudinal Strain |
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231 | (4) |
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235 | (32) |
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235 | (9) |
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TDR Reflection at the Air-Liquid Interface |
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236 | (3) |
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Correction for the presence of residual water drops |
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239 | (2) |
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Coaxial cable offers advantages over twisted pair wire |
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241 | (3) |
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Applications and Case Histories |
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244 | (15) |
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244 | (1) |
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Retrofit of dam piezometer |
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245 | (3) |
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Water levels above and within an abandoned mine |
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248 | (3) |
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Water level while drilling |
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251 | (1) |
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Comparison with Other Technology |
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252 | (7) |
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Detection of Leaking Liquids |
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259 | (8) |
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260 | (1) |
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260 | (4) |
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Application of leak detection |
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264 | (3) |
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267 | (34) |
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Moisture Probes and Transmission Line Transformers |
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267 | (4) |
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Properties of Coaxial Cables |
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271 | (1) |
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271 | (7) |
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Baluns or Transmission Line Transformers |
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278 | (2) |
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280 | (1) |
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281 | (1) |
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282 | (1) |
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282 | (5) |
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287 | (2) |
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289 | (1) |
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Packaged Systems for Soil Moisture |
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289 | (1) |
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Computer Control or Serial Communication |
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290 | (1) |
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Telemetry/Cellular Data Acquisition |
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291 | (3) |
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Modem/Phone Line Data Acquisition |
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294 | (1) |
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Battery Power for Remote Monitoring |
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294 | (3) |
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Case history-dam monitoring |
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295 | (2) |
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297 | (3) |
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297 | (1) |
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297 | (3) |
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300 | (1) |
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301 | |
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General Control/Acquisition Software |
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301 | |
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SP232-Laptop Computer Control |
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301 | |
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306 | |
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308 | |
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CSI PC208-Datalogger Control and Multiplexing |
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310 | |
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310 | |
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Example interrogation of multiple transducer cables |
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312 | |
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314 | |
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Soil Moisture-Acquire and Interpret Waveforms |
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314 | |
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Parallel rod probes: WinTDR and PYELAB |
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314 | |
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Segmented probes: ViewPoint |
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316 | |
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317 | |
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319 | |
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Deformation-Analyze Changes in Raw Waveforms |
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319 | |
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320 | |
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321 | |
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Creation of scratch files and concatenation of datablocks |
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323 | |
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Identification of waveform changes |
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323 | |
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Quantifying waveform changes |
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326 | |
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Storing waveforms as ASCII files |
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329 | |
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Requirements and limitations |
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|
331 | |
APPENDICES |
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|
A: Cable-Grout Properties |
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|
333 | |
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343 | |
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369 | |
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379 | |
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385 | |
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395 | |