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- W576157373 abstract "As recommended by the American Association of State Highway and Transportation Officials, resilient moduli are becoming important fundamental parameters in the mechanistic analysis and design of pavement. Several test methodologies have been proposed by many highway agencies to estimate this parameter. The objective of this research is to practically evaluate the alternation of the linear variable differential transducers (LVDTs) with non-contacting proximity transducers for resilient modulus measurements. A single apparatus capable of measuring dynamic properties of soils by both non-contacting proximity probe measurement and LVDT measurement is proposed. Discussions on the instrument design and data acquisition are provided. Experimental results indicated non-contacting proximity probe measurement gave the resilient modulus lower than that from middle-positioned LVDTs but higher than that from full-length positioned LVDTs." @default.
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- W576157373 date "2000-10-01" @default.
- W576157373 modified "2023-09-27" @default.
- W576157373 title "APPLICATION OF NON-CONTACTING PROXIMITY SENSORS FOR MEASURING SOIL RESILIENT CHARACTERISTICS" @default.
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