journal article·2016-11

Enhanced stabilization of highly expansive clays by mixing cement and silica fume

A.R. Goodarzi, H.R. Akbari, M. Salimi

Applied Clay Science· Volume 132-133
Publisher page

Abstract

Abstract The present study investigated the potential use and effectiveness of expansive clay stabilization using a mixture of cement and silica fume (CSF) as a possibly useful option from environmental, economic, and (or) technical perspectives. In so doing, cement and CSF blend with 10% cement replacement were separately added to a clay sample having high degree of swelling potential, and then, a set of macro and micro level tests were performed under various curing regimes to assess the responses of amendments. The results showed that at ambient condition of 20 °C, highly expansive clays need a large quantity of cement (≥ 15%) and a curing time of 28 days to get stabilized satisfactorily. In this case, although a higher temperature (40 °C) leads to a decrease in the required time of curing, there is no a remarkable reduction in the optimum content of additive. It appeared that the CSF binary system can expedite the process of stabilization and thus is more efficient in improving the clay engineering properties with a lower amount of binder (to about 33%) and shorter curing ages (by nearly 2 times) compared to the sole cement. In fact, based on the XRD and SEM analyses, the incorporation of silica fume into the cement matrix extends the formation of new cementing compounds and provides a much denser microstructure; two features which were found to be very effective in surpassing the problems associated with expansive clays.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Concrete and Cement Materials Research · Innovative concrete reinforcement materials · Grouting, Rheology, and Soil Mechanics

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (47)

Show source-provided references
1. Physico-mechanical properties of composite cement pastes containing silica fume and fly ash10.1016/j.hbrcj.2014.02.003 ↗
2. Geotechnical properties of lime-treated gypseous soils10.1016/j.clay.2013.12.015 ↗
3. Microstructure and geotechnical properties of lime-treated expansive clayey soil10.1016/j.enggeo.2012.04.004 ↗
4. Strength properties of an epoxy resin and cement-stabilized silty clay soil10.1016/j.clay.2015.07.007 ↗
5. Influence of condensed silica fume on the properties of cement-based solidified wastes10.1016/S0008-8846(01)00541-5 ↗
6. ASTM · 2006 · 4 · 08
7. Physico-chemical and mechanical characteristics of pozzolanic cement pastes and mortars hydrated at different curing temperatures10.1016/j.conbuildmat.2011.06.026 ↗
8. Influence of silica fume and viscosity modifying agent on the mechanical and rheological behavior of self compacting concrete10.1016/j.conbuildmat.2015.03.061 ↗
9. The effects of fibres on the shrinkage of high-strength concrete under various curing temperatures10.1016/j.conbuildmat.2016.03.164 ↗
10. Effects of ground granulated blastfurnace slag (GGBS) on the swelling properties of lime-stabilized sulfate-bearing soils10.1016/j.enggeo.2013.05.016 ↗
11. Stabilization of expansive clays using granulated blast furnace slag (GBFS) and GBFS-cement10.1007/s10706-008-9250-z ↗
12. Analysis of strength development in soft clay stabilized with cement-based stabilizer10.1016/j.conbuildmat.2014.08.087 ↗
13. Influence of commercial and residual sorbents and silicates as additives on the stabilisation/solidification of organic and inorganic industrial waste10.1016/j.jhazmat.2008.08.079 ↗
14. Quantification of the effects of nitrates, phosphates and chlorides on soil stabilization with lime and cement10.1016/j.enggeo.2010.11.002 ↗
15. Hydraulic conductivity of cement-stabilized marine clay with metakaolin and its correlation with pore size distribution10.1016/j.enggeo.2015.04.018 ↗
16. Time of reactions in a lime treated clayey soil and influence of curing conditions on its microstructure and behaviour10.1016/j.clay.2014.06.018 ↗
17. Process design manual: land application of municipal sludge
18. Assessing the anion type effect on the hydro-mechanical properties of smectite from macro and micro-structure aspects10.12989/gae.2014.7.2.183 ↗
19. Stabilization treatment of a dispersive clayey soil using granulated blast furnace slag and basic oxygen furnace slag10.1016/j.clay.2015.02.024 ↗
20. Impact of organic pollutants on the macro and microstructure responses of Na-bentonite10.1016/j.clay.2015.12.023 ↗
21. Chemical characteristics and leachability of organically contaminated heavy metal sludge solidified by silica fume and cement10.2166/wst.2001.0795 ↗
22. Impact of wetting-drying cycles on swelling behavior of clayey soils modified by silica fume10.1016/j.clay.2011.03.014 ↗
23. Cement and lime mixture stabilization of an expansive overconsolidated clay10.1016/j.clay.2014.03.017 ↗
24. Combined effect of silica fume and expanded vermiculite on properties of lightweight mortars at ambient and elevated temperatures10.1016/j.conbuildmat.2015.04.021 ↗
25. Effect of particle size and curing temperature on expansion reaction in electric arc furnace oxidizing slag aggregate concrete10.1016/j.conbuildmat.2015.07.019 ↗
26. Effects of lime and cement treatment on the physicochemical, microstructural and mechanical characteristics of a plastic silt10.1016/j.enggeo.2013.09.012 ↗
27. Hydration of the silica fume-Portland cement binary system at lower temperature10.1016/j.conbuildmat.2015.05.069 ↗
28. Stabilization of an expansive overconsolidated clay using hydraulic binders10.1016/j.hbrcj.2014.03.001 ↗
29. Influence of silica fume on the microstructure of cement pastes: new insights from 1H NMR relaxometry10.1016/j.cemconres.2015.04.005 ↗
30. Cement modification of tropical black clay using iron ore tailings as admixture10.1016/j.trgeo.2015.10.001 ↗
31. Factors impacting the electro conductivity variations of clayey soils
32. Effect of temperature on the re-structuring of the microstructure and geo-environmental behaviour of smectite10.1016/j.clay.2008.08.008 ↗
33. Swell-consolidation characteristics of fibre-reinforced expansive soils10.1016/j.sandf.2016.01.011 ↗
34. Swell-compressibility characteristics of lime-blended and cement-blended expansive clays-a comparative study10.1080/17486025.2014.902120 ↗
35. Hydro-mechanical coupling effect on surficial layer stability of unsaturated expansive soil slopes10.1016/j.compgeo.2015.07.006 ↗
36. Role of curing temperature in progress of lime-soil reactions10.1007/s10706-003-3157-5 ↗
37. Efficacy of cement-stabilized fly ash cushion in arresting heave of expansive soils10.1007/s10706-007-9156-1 ↗
38. Study physico-chemical properties of blended cements containing fixed amount of silica fume, blast furnace slag, basalt and limestone, a comparative study10.1016/j.conbuildmat.2014.08.071 ↗
39. Swell-shrink and strength behaviors of lime and cement stabilized expansive organic clays10.1016/j.clay.2013.09.008 ↗
40. Basic parameters governing the behaviour of cement-treated clays10.1016/j.sandf.2014.02.011 ↗
41. Stabilization of expansive soils for use in construction10.1016/j.clay.2010.12.027 ↗
42. Mechanical and cementitious characteristics of ground granulated blast furnace slag and basic oxygen furnace slag blended mortar10.1016/j.matdes.2014.04.002 ↗
43. The effect of magnesium chloride solution on the engineering properties of clay soil with expansive and dispersive characteristics10.1016/j.clay.2014.08.007 ↗
44. Impact of sulfate attack on mechanical properties and hydraulic conductivity of a cement-admixed clay10.1016/j.clay.2014.09.012 ↗
45. Effect of Cu2+ ions and buffering capacity on smectite microstructure and performance10.1061/(ASCE)1090-0241(2009)135:12(1981) ↗
46. Mechanical behaviour and micro-structure of cement-stabilised marine clay with a metakaolin agent10.1016/j.conbuildmat.2014.09.041 ↗
47. Comparative study of effect of raw and densified silica fume in the paste, mortar and concrete10.1016/j.conbuildmat.2015.12.045 ↗