Characterisation of Geotechnical Properties of Residual Tropical Soils Used for Road Infrastructure: French Guiana Experience

Author:

Nait-Rabah Ouahcène1,Germain Flavio1,Estevez Yannick2ORCID,Guiraud James3,Medjigbodo Gildas1,Dias Daniel45,Maalouf Chadi6ORCID

Affiliation:

1. UMR EcoFoG (AgroParisTech, CNRS, CIRAD, INRAE, Université des Antilles), Université de Guyane, 97310 Kourou, France

2. CNRS, UMR EcoFoG (AgroParisTech, CIRAD, INRAE, Université des Antilles, Université de Guyane), 97310 Kourou, France

3. Département des Sciences de la Terre et de l’Atmosphère, Université du Québec à Montréal, C.P. 8888, Succ. Centre-ville, Montréal, QC H3C 3P8, Canada

4. Antea Group, 92160 Antony, France

5. School of Automotive and Transportation Engineering, Hefei University of Technology, Hefei 230009, China

6. MATériaux et Ingénierie Mécanique (MATIM), Université de Reims Champagne-Ardenne, 51100 Reims, France

Abstract

This paper presents the first laboratory study of four materials (three lateritic soils and one sandy soil) mainly used in road construction in French Guiana. The analysis of macroscopic behaviour by physical tests, following French standards, made it possible to classify and group the samples with respect to the rules specified in the Guide des Terrassements Routiers (GTR). According to the GTR, these raw materials could only be used as backfill materials and under very specific hydric conditions. Chemical and mineralogical characterisation by the X-ray fluorescence analysis, scanning electron microscopy observation supplemented by the X-ray microanalysis, and the infrared analysis revealed differences in the main minerals. Indeed, the presence of mineral species such as kaolinite and gibbsite and oxides such as goethite and hematite was detected. The macroscopic and microscopic characteristics of the four soils made it possible to establish a relationship between their geotechnical and mineralogical properties. Finally, the results of this study led to the conclusion that the mineralogical composition and geotechnical properties of lateritic soils must be known simultaneously to allow correct identification for their application in road construction.

Funder

European Regional Development Fund

Agence Nationale de la Recherche

Publisher

MDPI AG

Subject

Fluid Flow and Transfer Processes,Computer Science Applications,Process Chemistry and Technology,General Engineering,Instrumentation,General Materials Science

Reference53 articles.

1. CTG (2018, April 23). Schéma d ’Aménagement Régional de la Guyane. Available online: https://www.ctguyane.fr/sar-approuve/.

2. Comparative evaluation of geotechnical properties of red tropical soils and anthills from parts of Edo State for road construction;Imarhiagbe;J. Appl. Sci. Environ. Manag.,2018

3. Characterization and use of tropical gravels for pavement construction in West Africa;Gidigasu;Geotech. Geol. Eng.,1991

4. Characterization of Some Tropical Soils for Road Pavements;Molenaar;Transp. Res. Rec. J. Transp. Res. Board,2007

5. Morin, W.J., and Todor, P.C. (1977). An Engineering Evaluation and Highway Design Study for United States Agency for International Development Aid (Lyson Asso), Agency for International Development.

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