Physical Characterization and Optimization of Fineness Moduli of Natural Sand from The North Region of Cameroon Used in Construction
| Autor: | Bertin Pagna Kagonbé, Simon Ngoss Iii, Achille Madi Balo, Yaceinthe Djépaze Ii, Simon Djakba Basga, Désiré Tsozué, Aubin Nzeukou Nzeugang |
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| Rok vydání: | 2020 |
| Předmět: |
physical characterization
Fineness modulus Fineness natural sand Natural Sand physical characterization fineness modulus North-Cameroon İnşaat Mühendisliği Natural sand Civil Engineering lcsh:TH1-9745 Characterization (materials science) Moduli lcsh:TA401-492 lcsh:Materials of engineering and construction. Mechanics of materials Geotechnical engineering fineness modulus north-cameroon Geology lcsh:Building construction |
| Zdroj: | Volume: 5, Issue: 1 407-419 Journal of Sustainable Construction Materials and Technologies Journal of Sustainable Construction Materials and Technologies, Vol 5, Iss 1, Pp 407-419 (2020) |
| ISSN: | 2458-973X |
| Popis: | This paper deals with the physical characterization and the optimization of fineness moduli of some natural sand samples for their appropriate valorization in construction in North Cameroon. Five sands samples (SN5, SB1, SB2, SB3 and SB4) were selected from various locations. Tests conducted include Particle size analysis, Organic impurities, Sand Equivalent and Bulk density. Fineness Modulus (FM), Mean grain, Sorting index (Si), Skewedness index and Uniformity coefficient have been deducted mathematically. Results shown that the particle size distribution curves of the studied sands have an "S" shape. The sand equivalent values vary between 91.1 and 96.8 %, characteristic of very clean sand. The fineness moduli values vary between 1.9 and 3.4 except for samples SB1 and SB2 which are coarser with values of 3.4 and 3.3 respectively. Others results shown that all the sands are pure (impurity level less than 0.5 %), well classified Sorting index Si 0.35) and Coefficient of uniformity (Cu 2). Studied sands are globally coarse (skewedness index between -0.35 at -0.79). Only SB4 and SN5 satisfy the NF EN 933-1 gradation limits. Combinations of SB3 (FM = 2.1) with SB1 (FM =3.4) or SB2 (FM= 3.3) were carried out to get desired sand gradation (2.2 to 2.8), SB4 and SN5 having already good fineness moduli of 2.6 and 2.8 respectively. |
| Databáze: | OpenAIRE |
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