The evaluation of the in situ bearing capacity is evolving from traditional load plate test (LPT) to dynamic plate testing with deflectometric equipments (LWD). The rapidity and simplicity of tests implementation allow to reach levels of hourly productivity up to 30 stations per hour, which correspond to a considerable reducing of distance between points or to an extension of the investigated area. The various LWD equipments on the market, conceptually similar, may record different results. In this study a comparison between two types of LWD, together with tests to validate two procedures for the assessment of the compaction level, were undertaken. The comparison was made using data acquired from several trial sites, with varying materials, thicknesses and levels of compaction. It was found that the differences between the instruments and their testing procedures produce results not always congruent. The use of these deflectometric devices for Qc/Qa calls for the development of instrumentrelated test procedures, taking into account the variability of site conditions.

Comparing Light Weight Deflectometer to Standardize their Use in the Compaction Control / MARRADI, ALESSANDRO; Sangiorgi C; Lantieri C; Betti G.. - (2011), pp. 1288-1297. (Intervento presentato al convegno 5th International Conference Bituminous Mixtures and Pavements Thessaloniki tenutosi a Thessaloniki nel June 2011).

Comparing Light Weight Deflectometer to Standardize their Use in the Compaction Control

MARRADI, ALESSANDRO;
2011

Abstract

The evaluation of the in situ bearing capacity is evolving from traditional load plate test (LPT) to dynamic plate testing with deflectometric equipments (LWD). The rapidity and simplicity of tests implementation allow to reach levels of hourly productivity up to 30 stations per hour, which correspond to a considerable reducing of distance between points or to an extension of the investigated area. The various LWD equipments on the market, conceptually similar, may record different results. In this study a comparison between two types of LWD, together with tests to validate two procedures for the assessment of the compaction level, were undertaken. The comparison was made using data acquired from several trial sites, with varying materials, thicknesses and levels of compaction. It was found that the differences between the instruments and their testing procedures produce results not always congruent. The use of these deflectometric devices for Qc/Qa calls for the development of instrumentrelated test procedures, taking into account the variability of site conditions.
2011
5th International Conference Bituminous Mixtures and Pavements Thessaloniki
5th International Conference Bituminous Mixtures and Pavements Thessaloniki
Thessaloniki
June 2011
MARRADI, ALESSANDRO; Sangiorgi C; Lantieri C; Betti G.
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Utilizza questo identificatore per citare o creare un link a questa risorsa: https://hdl.handle.net/2158/1348439
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