Ground Penetrating Radar’s (GPR) imaging and applications to pavement structural assessment: a case of Malaysia

Journal Title: Archives of Transport - Year 2017, Vol 42, Issue 2

Abstract

Traditionally, pavement distress evaluations were carried out by visual observation. Traditional practice requires a person to walk along the stretch of the pavement to conduct distress survey, take photo and measure defects occurred at deteriorated surfaces. However, this approach is too subjective, generates inconsistencies of information, less reliable and time-consuming. Due to these shortcomings, the transportation practitioners in pavement maintenance seek for other alternative tools and techniques to arrest incapability of traditional practices. One of the tools available in the market is Ground Penetrating Radar (GPR). GPR is a geophysical tool known by ability to accommodate extensive data in pavement assessment, geotechnical investigation and structural assessment. The application of GPR is such new to most of road maintenance industry in Malaysia. Therefore, this study has been undertaken to evaluate the benefits of using GPR imaging and its application in assessing pavement structures in Malaysia. The GPR survey was conducted in Meranti street located at UTM (Universiti Teknologi Malaysia) campus, and then analyzed using REFLEX 2D simulation software. The finding shows there are three (3) types of information obtained from GPR survey included; identification of raw image and processed image, identification of pavement segments thickness, and identification of GPR response towards surface and subsurface conditions, which illustrated in radargram images. Furthermore, the GPR can perform at high speed and can save time. It is also beneficial for long-term investment due to ability to provide extensive information at a greater depth. The research indicates that interpretation of GPR’s radargram images consumes time due to the low resolution. Therefore, selection of GPR system is subject to level of accuracy and clarity of radar images needed in a project.<br/><br/>

Authors and Affiliations

Nurul Hidayah Muslim, Mohamad Ibrahim Mohamed, Zulkarnaini Mat Amin, Arezou Shafaghat, Mohammad Ismail, Ali Keyvanfar

Keywords

Related Articles

Design of brake force distribution model for front-and-rear-motor-drive electric vehicle based on radial basis function

To achieve high-efficiency and stable brake of a front-and-rear-motor-drive electric vehicle (FRMDEV) with parallel cooperative braking system, a multi-objective optimal model for brake force distribution is created base...

PROECOLOGICAL APPROACH TO MODELLING TRAFFIC ORGANIZATION IN NATIONAL TRANSPORT SYSTEM

The paper presents a general approach to modelling traffic organization within the network of national transport system and with taking into account environmental aspects. General description of the model and necessary d...

On Estimation of Residual Stresses in Rails Using Shake-Down Based Method

This paper presents a method, which may be used to determine residual stress distribution in bodies subject to cyclic loads. A mixed global/local version of the Meshless Finite Difference Method (MFDM) is used to devise...

Dynamic Approach to the Origin-Destination Matrix Estimation in Dense Street Networks

The article deals with some issues related with the travel demand modelling in dense street networks. Estimation of the trip distribution usually presented in a form of O-D matrix has been described as one of the most im...

Simulation Model of the Bus Stop

On the basis of the research conducted at the bus stops in Krakow and Warsaw, the movement processes, related with functioning of a bus stop have been identified. As a result, the simulation model imitating its functioni...

Download PDF file
  • EP ID EP189504
  • DOI 10.5604/01.3001.0010.0526
  • Views 126
  • Downloads 0

How To Cite

Nurul Hidayah Muslim, Mohamad Ibrahim Mohamed, Zulkarnaini Mat Amin, Arezou Shafaghat, Mohammad Ismail, Ali Keyvanfar (2017). Ground Penetrating Radar’s (GPR) imaging and applications to pavement structural assessment: a case of Malaysia. Archives of Transport, 42(2), 39-51. https://www.europub.co.uk/articles/-A-189504