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Rigid pavement design software download1/24/2024 ![]() ![]() **NS: Geogrid LVDT measurement and geotextile LVDT measurement are not significantly different at Comparison between Pressure Cell Measurements **NS: Control LVDT measurement and geotextile LVDT measurement are not significantly different at a *SH/SL: Geogrid LVDT measurement is statically higher/lower than the control LVDT measurement at a ***NS: Geotextile accelerometer measurement and geogrid accelerometer measurement are not **SH: Geotextile accelerometer measurement is statically higher than the geogrid accelerometer *SL: Geogrid accelerometer measurement is statically lower than the control accelerometer measurement **NS: Control accelerometer measurement and geogrid accelerometer measurement are not significantlyĭifferent at a significance level of 0.05. Comparison between Accelerometer Measurements (continued) Significantly different at a significance level of 0.05. **NS: Geogrid accelerometer measurement and Geotextile accelerometer measurement are not Measurement at a significance level of 0.05. *SH/SL: Geogrid accelerometer measurement is statically higher/lower than the control accelerometer Statistical Significant Difference between Instrumentation Results Comparison between Accelerometer Measurements Rigid Pavements: Comparison of Test Measurements: Dynamic Loadingâĭry and Wet: No. RIGID PAVEMENT EXPERIMENTS: COMPARISON OF TESTĪppendix K1. ![]() Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.ĪPPENDIX K. Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. ![]()
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