Cargando…

Effect of the Type of Lateritic Soil on the Effectiveness of Geomechanical Improvement Using a Low Quantity of Cement for Sustainable Road Construction

In Burkina Faso, the most commonly used road construction material is lateritic soil. However, in its raw state, this soil does not meet the required recommendations. To overcome this problem, previous studies have often focused on improving these soils by adding cement. However, these studies have...

Descripción completa

Detalles Bibliográficos
Autores principales: Mbengue, Marie Thérèse Marame, Lawane Gana, Abdou, Messan, Adamah, Mone, Ousseni, Pantet, Anne
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2023
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10648787/
https://www.ncbi.nlm.nih.gov/pubmed/37959488
http://dx.doi.org/10.3390/ma16216891
_version_ 1785135421566484480
author Mbengue, Marie Thérèse Marame
Lawane Gana, Abdou
Messan, Adamah
Mone, Ousseni
Pantet, Anne
author_facet Mbengue, Marie Thérèse Marame
Lawane Gana, Abdou
Messan, Adamah
Mone, Ousseni
Pantet, Anne
author_sort Mbengue, Marie Thérèse Marame
collection PubMed
description In Burkina Faso, the most commonly used road construction material is lateritic soil. However, in its raw state, this soil does not meet the required recommendations. To overcome this problem, previous studies have often focused on improving these soils by adding cement. However, these studies have rarely included a multi-criteria characterisation of the main geomechanical parameters of treated soils. It was also noted that the identification parameters of lateritic soils could have an influence on their improvement with cement. The aim of this study is to highlight the influence of the physical and mineralogical properties of lateritic soils on the effectiveness of improving their geomechanical properties by adding a low content of cement (<3% wt.). The soils were taken from two sites: Saaba (LAS) and Kamboinsé (LAK). The effects of cement addition on the plasticity index, CBR index, Young’s modulus, unconfined compressive strength, tensile strength and shear strength were studied. In their raw state, LAS and LAK have different physical properties and cannot be used as sub-bases. The addition of cement improves the overall physical and mechanical properties of both soils, but to different degrees. Indeed, after adding 3% cement to the raw soils, the CBR index of LAS increases by 1275% compared with 257% for LAK; the unconfined compressive strength of LAS is twice as high as that of LAK, and the Young’s modulus increases by around 460% for LAS compared with 360% for LAK. After improvement, these two soils met all the CEBTP specifications except for tensile strength. The effect of cement was more significant on LAS due to its better physical properties and higher clay mineral content, which would improve pozzolanic reactivity during cement hydration. Knowing the mineralogy of lateritic soils when treating them with cement would allow us to reduce the quantity of cement, thereby mitigating its negative impact on the environment.
format Online
Article
Text
id pubmed-10648787
institution National Center for Biotechnology Information
language English
publishDate 2023
publisher MDPI
record_format MEDLINE/PubMed
spelling pubmed-106487872023-10-27 Effect of the Type of Lateritic Soil on the Effectiveness of Geomechanical Improvement Using a Low Quantity of Cement for Sustainable Road Construction Mbengue, Marie Thérèse Marame Lawane Gana, Abdou Messan, Adamah Mone, Ousseni Pantet, Anne Materials (Basel) Article In Burkina Faso, the most commonly used road construction material is lateritic soil. However, in its raw state, this soil does not meet the required recommendations. To overcome this problem, previous studies have often focused on improving these soils by adding cement. However, these studies have rarely included a multi-criteria characterisation of the main geomechanical parameters of treated soils. It was also noted that the identification parameters of lateritic soils could have an influence on their improvement with cement. The aim of this study is to highlight the influence of the physical and mineralogical properties of lateritic soils on the effectiveness of improving their geomechanical properties by adding a low content of cement (<3% wt.). The soils were taken from two sites: Saaba (LAS) and Kamboinsé (LAK). The effects of cement addition on the plasticity index, CBR index, Young’s modulus, unconfined compressive strength, tensile strength and shear strength were studied. In their raw state, LAS and LAK have different physical properties and cannot be used as sub-bases. The addition of cement improves the overall physical and mechanical properties of both soils, but to different degrees. Indeed, after adding 3% cement to the raw soils, the CBR index of LAS increases by 1275% compared with 257% for LAK; the unconfined compressive strength of LAS is twice as high as that of LAK, and the Young’s modulus increases by around 460% for LAS compared with 360% for LAK. After improvement, these two soils met all the CEBTP specifications except for tensile strength. The effect of cement was more significant on LAS due to its better physical properties and higher clay mineral content, which would improve pozzolanic reactivity during cement hydration. Knowing the mineralogy of lateritic soils when treating them with cement would allow us to reduce the quantity of cement, thereby mitigating its negative impact on the environment. MDPI 2023-10-27 /pmc/articles/PMC10648787/ /pubmed/37959488 http://dx.doi.org/10.3390/ma16216891 Text en © 2023 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Mbengue, Marie Thérèse Marame
Lawane Gana, Abdou
Messan, Adamah
Mone, Ousseni
Pantet, Anne
Effect of the Type of Lateritic Soil on the Effectiveness of Geomechanical Improvement Using a Low Quantity of Cement for Sustainable Road Construction
title Effect of the Type of Lateritic Soil on the Effectiveness of Geomechanical Improvement Using a Low Quantity of Cement for Sustainable Road Construction
title_full Effect of the Type of Lateritic Soil on the Effectiveness of Geomechanical Improvement Using a Low Quantity of Cement for Sustainable Road Construction
title_fullStr Effect of the Type of Lateritic Soil on the Effectiveness of Geomechanical Improvement Using a Low Quantity of Cement for Sustainable Road Construction
title_full_unstemmed Effect of the Type of Lateritic Soil on the Effectiveness of Geomechanical Improvement Using a Low Quantity of Cement for Sustainable Road Construction
title_short Effect of the Type of Lateritic Soil on the Effectiveness of Geomechanical Improvement Using a Low Quantity of Cement for Sustainable Road Construction
title_sort effect of the type of lateritic soil on the effectiveness of geomechanical improvement using a low quantity of cement for sustainable road construction
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10648787/
https://www.ncbi.nlm.nih.gov/pubmed/37959488
http://dx.doi.org/10.3390/ma16216891
work_keys_str_mv AT mbenguemarietheresemarame effectofthetypeoflateriticsoilontheeffectivenessofgeomechanicalimprovementusingalowquantityofcementforsustainableroadconstruction
AT lawaneganaabdou effectofthetypeoflateriticsoilontheeffectivenessofgeomechanicalimprovementusingalowquantityofcementforsustainableroadconstruction
AT messanadamah effectofthetypeoflateriticsoilontheeffectivenessofgeomechanicalimprovementusingalowquantityofcementforsustainableroadconstruction
AT moneousseni effectofthetypeoflateriticsoilontheeffectivenessofgeomechanicalimprovementusingalowquantityofcementforsustainableroadconstruction
AT pantetanne effectofthetypeoflateriticsoilontheeffectivenessofgeomechanicalimprovementusingalowquantityofcementforsustainableroadconstruction