Multi-scale characterization of lateritic soils from the Adamawa region of Cameroon and their suitability for sustainable compressed earth block production

This study presents a comprehensive multi-scale investigation of lateritic soils from Dir (Adamawa, Cameroon) to assess and optimize their potential for producing compressed earth blocks (CEB) and cement-stabilized earth blocks (SEB). Twenty soil samples collected from four sites underwent geotechnical, mineralogical (XRD, IR), chemical (XRF), and microstructural (SEM-EDS) characterization, alongside mechanical and durability testing of fabricated blocks. The soils exhibit suitable particle size distributions and plasticity (PI = 8–12%), with a mineralogy dominated by quartz and kaolinite, reflecting advanced weathering (CIA > 96%). A multivariate Principal Component Analysis identified four orthogonal factors controlling soil behavior: texture/compaction, plasticity/clay activity, organic-mineral balance, and natural moisture content, providing a scientific framework for formulation. While unstabilized CEBs showed moderate compressive strength (1.47–3.91 MPa), cement stabilization (4–12%) significantly enhanced performance, achieving strengths up to 9.79 MPa in compression and 4.38 MPa in flexure. Notably, nonlinear regression models revealed a parabolic relationship with cement, identifying a minimum effective threshold near 2% and quantifying the distinct effects of organic matter (beneficial in flexure, detrimental in compression). Microstructural analysis confirmed progressive matrix densification and C–S–H formation with increasing cement content. The blocks also demonstrated favorable hydric properties (bulk density: 1.79–1.99 t/m³; porosity: 25–30%; water absorption: 11–15%). This work moves beyond empirical characterization by establishing predictive models and microstructure-property relationships, demonstrating the viability of Dir’s laterites for sustainable construction and providing a rational basis for optimizing local earth-based materials in line with SDGs 9, 11, and 13.

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Publication Details

Journal
Discover Soil.
Published
2026-08-03
DOI
https://doi.org/10.1007/s44378-026-00284-z
Primary Topic
Hygrothermal properties of building materials
Type
article
Field-Weighted Citation Impact
0.00

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article

Multi-scale characterization of lateritic soils from the Adamawa region of Cameroon and their suitability for sustainable compressed earth block production

Keyangue Tchouata Jules Hermann, Taypondou Darman Japhet, Ngon Ngon Gilbert François, Tchedele Langollo Yannick et al.
Discover Soil.
Hygrothermal properties of building materials
article

Multi-scale characterization of lateritic soils from the Adamawa region of Cameroon and their suitability for sustainable compressed earth block production

Keyangue Tchouata Jules Hermann, Taypondou Darman Japhet, Ngon Ngon Gilbert François, Tchedele Langollo Yannick, David Houivet, Mbadi Oum Arles Bienvenu, Sedako Aoudou Eneta Pierre
article en

Abstract

This study presents a comprehensive multi-scale investigation of lateritic soils from Dir (Adamawa, Cameroon) to assess and optimize their potential for producing compressed earth blocks (CEB) and cement-stabilized earth blocks (SEB). Twenty soil samples collected from four sites underwent geotechnical, mineralogical (XRD, IR), chemical (XRF), and microstructural (SEM-EDS) characterization, alongside mechanical and durability testing of fabricated blocks. The soils exhibit suitable particle size distributions and plasticity (PI = 8–12%), with a mineralogy dominated by quartz and kaolinite, reflecting advanced weathering (CIA > 96%). A multivariate Principal Component Analysis identified four orthogonal factors controlling soil behavior: texture/compaction, plasticity/clay activity, organic-mineral balance, and natural moisture content, providing a scientific framework for formulation. While unstabilized CEBs showed moderate compressive strength (1.47–3.91 MPa), cement stabilization (4–12%) significantly enhanced performance, achieving strengths up to 9.79 MPa in compression and 4.38 MPa in flexure. Notably, nonlinear regression models revealed a parabolic relationship with cement, identifying a minimum effective threshold near 2% and quantifying the distinct effects of organic matter (beneficial in flexure, detrimental in compression). Microstructural analysis confirmed progressive matrix densification and C–S–H formation with increasing cement content. The blocks also demonstrated favorable hydric properties (bulk density: 1.79–1.99 t/m³; porosity: 25–30%; water absorption: 11–15%). This work moves beyond empirical characterization by establishing predictive models and microstructure-property relationships, demonstrating the viability of Dir’s laterites for sustainable construction and providing a rational basis for optimizing local earth-based materials in line with SDGs 9, 11, and 13.

Discover Soil.Vol. 3(1)
University of Douala (CM), National Radiation Protection Agency of Cameroon (CM), Centre Hospitalier Public du Cotentin (FR), National Advanced School of Public Works (CM), Groupe d’Etude des Cétacés du Cotentin (FR), University of Ngaoundéré (CM)
Université de Caen Normandie
Openalex Percentile: Top 13%
Hygrothermal properties of building materials
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