Quantifying the Influence of Geosynthetics on Pavement Performance (2017) / Chapter Skim
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Pages 556-572
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K-2 Appendix K1. Rigid Pavements: Comparison of Test Measurements: Dynamic Loading -- Dry and Wet: No.
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K-3 Table K1-1. Comparison between Accelerometer Measurements Statistical Significant Difference between Instrumentation Results Geogrid vs.
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K-4 Table K1-1. Comparison between Accelerometer Measurements (continued)
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K-5 Table K1-1. Comparison between Accelerometer Measurements (continued)
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K-6 Table K1-1. Comparison between Accelerometer Measurements (continued)
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K-7 Table K1-2. Comparison between LVDT Measurements Statistical Significant Difference between Instrumentation Results Geogrid vs.
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K-8 Table K1-3. Comparison between Pressure Cell Measurements Statistical Significant Difference between Instrumentation Results Geogrid vs.
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K-9 Table K1-3. Comparison between Pressure Cell Measurements (continued)
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K-10 Table K1-4. Comparison between Strain Gauge Measurements Statistical Significant Difference between Instrumentation Results Geogrid vs.
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K-11 Table K1-4. Comparison between Strain Gauge Measurements (continued)
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K-12 Appendix K2. Rigid Pavements: Comparison of Test Measurements: Static Loading -- Dry and Wet: No.
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K-13 Table K2-1. Percent Difference in LVDT Measurements Percent Difference in Results of Instrumentations Geogrid vs.
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K-14 Table K2-1. Percent Difference in LVDT Measurements (continued)
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K-15 Table K2-2. Percent Difference in Pressure Cell Measurements Percent Difference in Results of Instrumentations Geogrid vs.
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K-16 Table K2-3. Percent Difference in Pressure Cell Measurements Percent Difference in Results of Instrumentations Geogrid vs.
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K-17 Table K2-4. Percent Difference in Strain Gauge Measurements Percent Difference in Results of Instrumentations Geogrid vs.
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