American Journal of Civil Engineering and Architecture
ISSN (Print): 2328-398X ISSN (Online): 2328-3998 Website: https://www.sciepub.com/journal/ajcea Editor-in-chief: Dr. Mohammad Arif Kamal
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American Journal of Civil Engineering and Architecture. 2026, 14(5), 189-192
DOI: 10.12691/ajcea-14-5-1
Open AccessArticle

Improvement of Thianguel Laterite by Adding Fly Ash and Cement for High-Performance Pavement Design

Mor DIOP1, , Djibril SOW1, Astou DIOKHANE1 and Mory COULIBALY1

1Department of Civil Engineering, University Institute of Technology, Iba Der Thiam University, Thies, Senegal

Pub. Date: September 18, 2026

Cite this paper:
Mor DIOP, Djibril SOW, Astou DIOKHANE and Mory COULIBALY. Improvement of Thianguel Laterite by Adding Fly Ash and Cement for High-Performance Pavement Design. American Journal of Civil Engineering and Architecture. 2026; 14(5):189-192. doi: 10.12691/ajcea-14-5-1

Abstract

With a view to improving road materials, particularly low-bearing-capacity laterites, fly ash and cement are effective binders for enhancing their geotechnical and mechanical properties. This study aims to valorize low-bearing-capacity laterites for use as base courses in the construction of high-performance pavements. To this end, a laterite from the quarry located in the village of Thianguel, in the district of Oréfondé (Matam Region, northeastern Senegal), was treated with 4% silico-aluminous fly ash from the Senegal Chemical Industries (ICS) in Mboro and CEM II/B-LL 32.5R Portland limestone cement manufactured by Dangote Cement Senegal S.A. The methodology adopted is based on an experimental study of mixtures of laterite, fly ash and cement. Geotechnical laboratory tests were conducted to evaluate the influence of these additives on the physical and mechanical characteristics of the material. The results show a significant improvement in the performance of the treated laterite. The mixture containing 4% fly ash and 5% cement exhibited the best performance, with the CBR index increasing from 52 for the raw laterite to 252 after treatment. These results confirm the technical feasibility of this stabilization method. The combined use of local laterite, fly ash, and cement constitutes a sustainable, economical, and environmentally friendly solution, providing a relevant alternative to conventional soil stabilization techniques and contributing to the development of more efficient road infrastructure in Senegal.

Keywords:
Improvement fly ash from the Mboro ICS CEM II/B-LL 32.5Rt CBR index high-performance pavement Thanguel laterite

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References:

[1]  Laetitia D’Aloia-Schwartzentruber et Jean-Michel Torrenti, Le Grand Livre des Bétons, Groupe Moniteur (Editions du Moniteur), 17, rue d’Uzés, 75002 Paris, 2014.
 
[2]  Ministère des Infrastructures Terrestres et du Désenclavement, Catalogue de structures de chaussées neuves et Guide de dimensionnement des chaussées au Sénégal, 2015, 66-75.
 
[3]  NF P94-056, Sols: reconnaissance et essais - Analyse granulométrique - Méthode par tamisage à sec après lavage, 1996.
 
[4]  NF P94-093, Sols: reconnaissance et essais - Détermination des références de compactage d'un matériau - Essai Proctor Normal - Essai Proctor modifié, 1999.
 
[5]  NF P94-051, Sols: reconnaissance et essais - Détermination des limites d'Atterberg - Limite de liquidité à la coupelle - Limite de plasticité au rouleau, 1993.
 
[6]  NF P94-078, Sols: reconnaissance et essais - Indice CBR après immersion. Indice CBR immédiat. Indice Portant Immédiat - Mesure sur échantillon compacté dans le moule CBR, 1997.
 
[7]  NF P 98-114-3, Assises de chaussées - Méthodologie d'étude en laboratoire des matériaux traités aux liants hydrauliques - Partie 3: Sols traités aux liants hydrauliques et pouzzolaniques éventuellement associés à la chaux, 2001.
 
[8]  Centre Expérimental de Recherches et d’Etudes du Bâtiment et des Travaux Publics (CEBTP), Utilisation des graveleux latéritiques en technique routière, Institut des Sciences et des Techniques de l’Equipement et de l’Environnement pour le Développement (ISTED), 38, rue Liancourt 75014 Paris (France).
 
[9]  Eba, F. Z., Lo, M. L., & Sow, D, Improving geotechnical characteristics of low bearing materials for use in a base layer, Journal of Scientific and Engineering Research, 9(12), 13–20, 2022.
 
[10]  Diop, M., & Sow, D, Improvement of Thianguel laterite by adding fly ash for high-performance pavement design, Journal of Scientific and Engineering Research, 13(5), 190–194, 2026.
 
[11]  Diop, S., Sall, O. A., Diouf, D., & Ba, M, Characterization of the influence of fly ash on the mechanical behavior of compressed earth bricks, International Journal of Research and Review, 12(7), 2025, 108–110.
 
[12]  Mbaye Wade, Macodou Thiam, Makhaly Ba, and Mapathé Ndiaye, “Influence of Sand on the Mechanical Strengths of Compressed Earth Blocks Based on Sindia Laterite Stabilized with Cement.” American Journal of Civil Engineering and Architecture, vol. 13, no. 1 (2025): 1-4.