Strength development in blended cement admixed saline clay
Source abstract
Abstract
This present paper investigates influential factors (water content, cement content, fly ash content andcuring time) on strength development in saline soil admixed with cement and fly ash. It is found that for aparticular cement content, the strength of admixed saline clay increases with fly ash content and the higheststrength is attained at 25% fly ash. Fly ash disperses the soil-cement clusters into smaller clusters andincreases the reactive surface, hence strength improvement. Based on the clay-water/cement ratio and theparameter equivalent cement content, the strength prediction equation for the cement admixed saline soil isintroduced. For fly ash content less than 25%, fly ash content is equivalent to 0.75 cement content for allcombinations of water content, cement content and fly ash content.
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Research context
OpenAlex topics: Concrete and Cement Materials Research · Innovative concrete reinforcement materials · Grouting, Rheology, and Soil Mechanics
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References (33)
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1. Abrams D.A., 1918. Design of Concrete Mixtures. In: Structural Materials Research Laboratory, Lewis Institute, Chicago, Bulletin 1, 20pp.
2. On the compressibility and shear strength of natural clays10.1680/geot.1990.40.3.329 ↗
3. Influence of fly ash fineness on strength, drying shrinkage and sulfate resistance of blended cement mortar10.1016/j.cemconres.2003.11.021 ↗
4. Effect of fly ash fineness on microstructure development of blended cement plates10.1016/j.conbuildmat.2005.12.024 ↗
5. A simultaneous semi-isothermal method of thermogravimetry and derivative thermogravimetry, and its application to cement plates10.1016/0008-8846(77)90086-2 ↗
6. The hydration of cement plate using the semi-isothermal method of thermogravimetry10.1016/0008-8846(80)90111-8 ↗
7. A new approach for studying behavior of cement stabilized clays
8. Fly ash as a dispersing material in cement stabilization
9. Assessment of strength development in cement-admixed high water content clays with Abrams' law as a basis10.1680/geot.2003.53.4.439 ↗
10. Compressibility of cement admixed clays at high water content10.1680/geot.2004.54.2.151 ↗
11. Undrained shear behavior of cement admixed clay at high water content10.1061/(ASCE)1090-0241(2004)130:10(1096) ↗
12. Clay-water/cement ratio identity of cement admixed soft clay10.1061/(ASCE)1090-0241(2005)131:2(187) ↗
13. Assessment of engineering properties of Bangkok clay10.1139/t06-101 ↗
14. Role of fly ash on strength and microstructure development in blended cement stabilized silty clay10.3208/sandf.49.85 ↗
15. Behavior of cemented clay simulated via the theoretical framework of the Structured Cam Clay model10.1016/j.compgeo.2009.06.007 ↗
16. Analysis of strength development in cement-stabilized silty clay based on microstructural considerations10.1016/j.conbuildmat.2010.03.011 ↗
17. Assessment of strength development in blended cement admixed Bangkok clay10.1016/j.conbuildmat.2010.08.006 ↗
18. Strength development in cement admixed Bangkok clay: laboratory and field investigations10.3208/sandf.51.239 ↗
19. Physical, compressibility and permeability characteristics of Bangkok clay compared with those of kaolinitic and montmorillonitic soils10.1016/j.clay.2011.02.014 ↗
20. Ground improvement techniques
21. Deep mixing method using cement hardening agent
22. The determination of calcium hydroxide in set Portland cements10.1016/0008-8846(79)90097-8 ↗
23. Engineering behavior of cement stabilized clay at high water content10.3208/sandf.41.5_33 ↗
24. Compressibility behavior of soft cemented soils10.1680/geot.1998.48.2.281 ↗
25. Supplementary cementing materials in concrete part I: efficiency and design10.1016/S0008-8846(02)00827-X ↗
26. Free swell ratio and clay mineralogy of fine-grained soils10.1520/GTJ10860 ↗
27. Influence of fly ash fineness on calcium hydroxide in blended cement paste
28. Modified Structured Cam Clay: a constitutive model for destructured, naturally structured and artificially structured clays10.1016/j.compgeo.2010.08.002 ↗
29. A critical state model for overconsolidated structured clays10.1016/j.compgeo.2011.03.010 ↗
30. Engineering properties of lime treated marine soils and DMM
31. Diagnosis and improvement of saline and alkaline soils
32. The hydration characteristics when C2S is present in MSWI fly ash slag10.1016/S0958-9465(02)00144-0 ↗
33. Effect of land use management on groundwater and soil salinization in northeast Thailand