Answers are grounded in this paper and cite their sources.
The light-weight deflectometer presents significant potential for compaction quality control and for determining in situ resilient modulus of pavement layers during construction. Data collected from a laboratory large-scale model experiment and two light-weight deflectometer devices (Keros and Zorn) were used to develop a means of estimating the resilient modulus of various base course materials. The procedure can be used for validating the input parameters in design. Measured surface elastic deflections of a layered pavement system from the LWD devices must be corrected for the effect of subgrade deflection and the differences in the state of stresses. A power function represents the relationship between the corrected elastic deflection from the light-weight deflectometers and the resilient modulus of the base course layer from the large-scale model experiment. This study provides a basis for use of the light-weight deflectometer in estimating as-constructed resilient modulus of a base course layer involving natural and recycled unbound materials as well as fly ash stabilised materials.
No takes yet. Share an insight, caveat, or question.
Ebrahimi et al. (2012) studied this question.
Synapse has enriched 10 related papers. Consider them for comparative context: