Comparison of in situ devices for the assessment of pavement subgrade stiffness

S. Cafiso, C. D’Agostino, B. Capace, E. Motta, P. Capilleri

Abstract

The subgrade is the top surface of a roadbed upon which the pavement structure is constructed. The purpose is to provide a platform for construction of the pavement and to support the pavement without unwanted deflection that would reduce its performance. For those reasons subgrade bearing capacity have to be investigate during the construction process as a quality control, based on the design results. The dynamic in situ Falling Weight Deflectometer (FWD) tests are nowadays widely used and considered the most reliable and suitable approach to determine bearing capacity of road pavements and elastic moduli. In addition, the use of the Light Weight Deflectometer (LWD) takes the advantage of the dynamic application of load, and the flexibility of the handling of the equipment on construction area and unbound layer. In the present paper, a wide literature review is presented on the topic of correlation between different subgrade bearing capacity in situ tests. In order to assess the transferability of LWD measures, these results were compared with FWD test and Dynamic Cone Penetrometer (DCP) test. Soil samples, taken from the site, have also been investigate in laboratory to relate geotechnical and in situ test results.

Keywords

Resilient Modulus, Road Pavement Subgrade, Non Destructive Test, Dynamic Penetration Test, Light Falling Weight Deflectometer

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IMEKO-TC4-GEO-2016-19.pdf

DOI

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IMEKO TC

TC4 - Measurement of Electrical Quantities

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