Combined effect of mineralogy and granular texture on the technico-economic optimum of the adobe and compressed earth blocks
Source abstract
Abstract
The objective of this paper is to quantify the combined effect of the mineralogy and the grain size on the cement optimum, offering the best resistance in the stabilization process of the earth material. The experimental results of chemical-mineralogical analysis and uniaxial compression tests on cylindrical samples of compressed earth blocks and adobe bricks of three types of earth material, associated with three contents of cement, are presented. The aim is to analyze and quantify the mutual influence of the granular texture and mineralogical components of the clay on the technico-economic optimum (TEO) of cement. The first result shows the commonly known statement that the compressive strength increases with the cement content. However, this paper shows that this increase varies with the granular components of the earth and the mineralogical constituents. The results also show that the presence of quicklime (with the presence of water) in the clay fraction produced calcium hydroxide, allowing the clay to be stabilized by the carbonation of the latter through the absorption of carbon dioxide from the air. Thus, the added hydrated cement matrix stabilizes the sandy-gravelly skeleton of the earth in order to strengthen ties between the grains. Furthermore, a higher percentage of SiO2 accelerates the reactions of cement hydration, which results in a higher strength of the material. As a consequence, the technico-economic optimum of cement is low unless the quantities of gravel and sand are important in the material.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Hygrothermal properties of building materials · Building materials and conservation · Masonry and Concrete Structural Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (35)
Show source-provided references
1. Characteristics of soil-cement blocks using highly sandy soils10.1617/14265 ↗
2. Durability study of stabilized earth concrete under both laboratory and climatic conditions exposure10.1016/j.conbuildmat.2005.02.001 ↗
3. Performance of compacted cement-stabilisedsoil10.1016/j.cemconcomp.2004.01.003 ↗
4. Rheology of walls in compressed earth block in uniaxial compression. Study and modeling10.1007/BF02480531 ↗
5. Non-linear behaviour of the compressed earth block by elasticity dammage coupling10.1007/BF02481639 ↗
6. Ductility diagram for heterogeneous materials ductility assessment: application to cement soil material
7. Role of lime with cement in long-term strength of compressed stabilized earth10.1016/j.ijsbe.2014.03.001 ↗
8. Mechanical characterization of the structural components of Pre-Columbian earthen monuments: analysis of bricks and mortar from Huaca de la Luna in Perú10.1016/j.cscm.2016.11.003 ↗
9. Promoting the technique of grounding block compressed in the construction sector by improving its mechanical behavior
10. Physicochemical and mineralogical characterization of earth for building in North West Italy10.1016/j.clay.2010.08.027 ↗
11. Microstructural characterization and mechanical properties of cement stabilised adobes10.1617/s11527-012-9833-2 ↗
12. Microstructure and physical properties of lime-clayey adobe bricks10.1016/j.conbuildmat.2007.09.002 ↗
13. The effect of lime on alumino-silicate and cement on the behavior of compressed earth blocks
14. Physical properties, microstructure and mineralogy of termite mound material considered as construction materials10.1016/j.clay.2011.02.016 ↗
15. Strength and elasto-plastic properties of non-industrial building materials manufactured with clay as a natural binder10.1016/j.clay.2008.12.019 ↗
16. Engineering geological characteristics of soil materials, east Nile Delta, Egypt
17. Effect of moisture contents of bentonitic clay on the corrosion behavior of steel pipelines10.1016/j.clay.2015.06.041 ↗
18. Cement stabilized rammed earth as a sustainable construction material10.1016/j.conbuildmat.2015.12.189 ↗
19. Contribution à l’étude du comportement rhéologique du bloc de terre comprimée et du mortier de terre stabilisée – Proposition d’un optimum Technico Economique
20. Mechanical characterization of earth stabilized mortar. Determination of the technico-economic optimum
21. Stabilization of residual soil with rice husk ash and cement10.1016/j.conbuildmat.2004.08.001 ↗
22. Houben · 2006 · 67
23. NF P.14-306 · 1986 · 16
24. The influence of natural reinforcement fibre, gypsum and cement on compressive strength of earth bricks materials10.1016/j.conbuildmat.2015.12.031 ↗
25. Strength, durability and shrinkage characteristicsof cement stabilised soil blocks10.1016/0958-9465(95)00019-9 ↗
26. Walker · Mater. Struct./Matériauxet Construction · 1997 · 30 · 545P10.1007/BF02486398 ↗
27. Compressive strength characteristics of cement stabilized rammed earth walls10.1016/j.conbuildmat.2006.05.049 ↗
28. Experimental study on instability of bases on natural and lime/cement-stabilized clayey soils10.1016/j.clay.2006.08.009 ↗
29. Characterizing material properties of cement-stabilized rammed earth to construct sustainable insulated walls10.1016/j.cscm.2014.04.002 ↗
30. The quality control of engineering properties for stabilizing silty nile delta clay soil, Egypt10.1007/s10706-014-9756-5 ↗
31. Lime stabilization of clay minerals and soil10.1016/0013-7952(96)00028-2 ↗
32. Minéralogie des silicates de calcium présents dans des mortiers anciens à Tournai
33. Structure et caractérisation des matériaux utilisés dans la construction d’une mosaïque romaine de la cité de Volubilis (Maroc)10.1016/j.crte.2004.03.007 ↗
34. Spalling behavior of nano SiO2 high strength concrete at elevated temperatures10.1051/matecconf/20130601009 ↗
35. Strength characteristics and mechanisms of salt-rich soil–cement10.1016/j.enggeo.2008.07.011 ↗