1987Transportation Research Record Journal of the Transportation Research BoardRequires access

DETERMINATION OF LAYER MODULI USING A FALLING WEIGHT DEFLECTOMETER

Nora’aini Ali, N P Khosla

Open publisher page 30 citations

Abstract

The increasing popularity of nondestructive pavement evaluation methods, based on interpretation of surface deflections, has prompted the development of several different types of nondestructive testing (NDT) devices. One such device is the falling weight deflectometer (FWD), which was used in the evaluation of layer moduli of three pavement sections. Several methods are currently available to interpret the FWD deflection data and backcalculate the layer moduli. Four methods selected for analysis of the deflection data included VESYS, ELMOD, OAF, AND MODCOMP2. A comparison of the material properties determined in the laboratory and the backcalculated values indicated that two of the four methods, namely, VESYS and ELMOD, had great potential for pavement evaluation.

About this research paper

What this paper is about

The increasing popularity of nondestructive pavement evaluation methods, based on interpretation of surface deflections, has prompted the development of several different types of nondestructive testing (NDT) devices. One such device is the falling weight deflectometer (FWD), which was used in the evaluation of layer moduli of three pavement sections. Several methods are currently available to interpret the FWD deflection data and backcalculate the layer moduli. Four methods selected for analysis of the deflection data included VESYS, ELMOD, OAF, AND MODCOMP2. A comparison of the material properties determined in the laboratory and the backcalculated values indicated that two of the four methods, namely, VESYS and ELMOD, had great potential for pavement evaluation.

Why it matters

OpenAlex reports 30 citations for this work. Citation counts describe recorded attention and do not establish research quality.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

The increasing popularity of nondestructive pavement evaluation methods, based on interpretation of surface deflections, has prompted the development of several different types of nondestructive testing (NDT) devices. One such device is the falling weight deflectometer (FWD), which was used in the evaluation of layer moduli of three pavement sections. Several methods are currently available to interpret the FWD deflection data and backcalculate the layer moduli. Four methods selected for analysis of the deflection data included VESYS, ELMOD, OAF, AND MODCOMP2. A comparison of the material properties determined in the laboratory and the backcalculated values indicated that two of the four methods, namely, VESYS and ELMOD, had great potential for pavement evaluation.

Key concepts: Falling weight deflectometer, Deflection (physics), Nondestructive testing, Geotechnical engineering, Moduli, Structural engineering, Engineering, Forensic engineering

Related papers

Back to paper searchBrowse research topicsOriginal source
DETERMINATION OF LAYER MODULI USING A FALLING WEIGHT DEFLECTOMETER — Research Paper | ScholarLens