Effect of ceramic waste on mechanical and geotechnical properties of tuff treated by cement
Source abstract
Abstract
Experimental work has been undertaken to study the ceramic waste effect on mechanical and geotechnical properties of tuff treated by cement using a mixing ratio. This study aims at improving the tuff used in construction in addition of ceramic powder waste in the various ratios 5, 10, 15, 20 and 30%. Consistency limits, straight shear, odometer, compacting, compressive strength, sensitivity to water tests were performed to determine the mixture optimal composition. Then cement content was added to the optimized mixture to improve the mechanical characteristics. The results suggest that the mechanical and geotechnical indexes increase considerably with the ceramic powder content thus the ceramic powder can be used as a reinforcing material for tuff modification, but at content that does not significantly affect the compressibility of the mixture.
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Research context
OpenAlex topics: Concrete and Cement Materials Research · Grouting, Rheology, and Soil Mechanics · Innovative concrete reinforcement materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (33)
Show source-provided references
1. Durand · 1959
2. Particularity of the technical roads in the Sahara
3. Concrete mix design containing calcareous tuffs as a partial sand substitution10.1016/j.conbuildmat.2013.05.051 ↗
4. Got · Saharian road engineering by sand limestone, Eur.J. Environ. Civil Eng. · 2012 · 16 · 744
5. Potential use of Jordanian volcanic tuffs as supplementarycementitious materials10.1016/j.cscm.2018.02.004 ↗
6. Goual, Algerian compacted limestone crust
7. Valorization of the Use of Calcareous Tuff and Sand Dune in Saharan Road Design
8. Effect of volcanic tuff on the characteristics of mortal cement10.1080/19648189.2015.1053151 ↗
9. Ceramic material from basaltic tuffs
10. Industrial ceramic waste in Pakistan, valuable material for possible Applications10.1016/j.jclepro.2016.08.131 ↗
11. Field measurements of road surface temperature of several asphalt pavements with temperature rise reducing function10.1016/j.cscm.2016.01.001 ↗
12. Synthesis and thermal behavior of geopolymer-type material from waste ceramic10.1016/j.conbuildmat.2013.08.063 ↗
13. A study of the mechanical properties of ground-ceramic powder incorporating concrete nano-SiO2 particles10.1016/j.conbuildmat.2012.07.110 ↗
14. Kanaan · 2016 · 7
15. Concrete with ceramic waste aggregate10.1016/j.cemconcomp.2005.04.003 ↗
16. GTR · 1992
17. Catalog of dimensioning of new roads [Catalog of new pavements]
18. SETRA LCPC · 2000 · 240
19. Effect of the addition of quarry waste on the physical and mechanical properties of the tuff of the Laghouat-Algerie region
20. Geotechnical properties of rubber and sediment mixtures10.48084/etasr.424 ↗
21. Effects of Scrap Tire Rubber Fibre on Swelling Behaviour of Two Clayey Soils in Algeria10.1680/gein.2012.19.2.124 ↗
22. Potential of marble dust to stabilize red tropical soils for road construction10.1016/S0013-7952(99)00036-8 ↗
23. Evaluation for intrinsic compressibility of reconstituted clay using liquid limit
24. Experimental investigation of mixtures of bentonite and dredged sediments from Chorfa dam in Algeria10.3906/yer-1302-13 ↗
25. Effect of sand on the vacuum consolidation of dredged slurry
26. Le compactage (routes et pistes), Ingénieur et chef des ponts et chaussées
27. Comparative Analysis of Gyratory and Proctor Compaction Processes of Unbound Granular Materials10.1080/14680629.2011.9695251 ↗
28. Goual · 2012
29. Determination of CBR for fine-grained soils using a dynamic lightweight cone penetrometer10.1080/10298436.2014.937807 ↗
30. Sensibilité des sols fins compactés à l’humidification: apport d’un modèle de microstructure, Thèse de doctorat en Génie civil
31. Key parameters for strength control of artificially cemented soils10.1061/(ASCE)1090-0241(2007)133:2(197) ↗
32. Evaluation of engineering properties of cement treated Hudson River dredged sediments for reuse as fill material
33. Influence of granulometric corrector on the properties of the sediments treated with hydraulic binders