Maturation of loess treated with variable lime admixture: Pore space textural evolution and related phase changes
Source abstract
Abstract
Abstract Changes in the pore space of loess treated with 1%–8% of lime (CaO) and compacted in the laboratory were studied by the mercury intrusion porosimetry (MIP) over a long term period (1–360 days). The measurement of pH value was used to monitor the progress of pozzolanic reaction in curing time. The development of the new mineral phases (calcium silicate hydrates, calcium aluminates hydrates and calcium aluminate carbonate hydrate) in the treated soil was investigated using X-Ray diffraction. The MIP indicated that 2% of CaO was sufficient for long term pozzolanic reaction. The threshold value corresponded to the initial consumption of lime determined from the pH measurements. Although the pH value decreases with curing time, at pH higher than 11.7 the progressing pozzolanic reaction changes the voids of the lime treated soil. Above 2% of CaO the macroporosity kept decreasing due to increasing mesoporosity for 360 curing days due to the new mineral phases. At 2% of CaO the decrease of the macroporosity are stopped at 120 days. Below 2% of lime the changes of the macroporosity were detected during first 28 curing days due to the formation of portlandite and calcite.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Soil and Unsaturated Flow · Clay minerals and soil interactions · Concrete and Cement Materials Research
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (42)
Show source-provided references
1. Aligizaki · 2006
2. Behaviour and mineralogy changes in lime-treated expansive soil at 20°C10.1016/j.clay.2010.07.023 ↗
3. Microstructural development in cured soil–lime composites10.1007/BF01145514 ↗
4. The determination of pore volume and area distributions in porous substances. I. Computations from nitrogen isotherms10.1021/ja01145a126 ↗
5. Lime stabilization of clay minerals and soils10.1016/0013-7952(96)00028-2 ↗
6. Effects of lime on common soil and rock forming minerals10.1016/0169-1317(90)90020-P ↗
7. Micropore structure of aggregates in treated soils10.1061/(ASCE)0899-1561(2007)19:1(99) ↗
8. Development of stabilization and solidification in lime–clay mixes10.1680/geot.2001.51.6.533 ↗
9. Adsorption of gases in multimolecular layers10.1021/ja01269a023 ↗
10. BS 1924 – 2 · 1990
11. BS EN 13286-2 · 2004
12. CEN ISO/TS 17892-12 · 2005
13. Mineralogical and microtextural changes associated with lime stabilization of marine clays from eastern Canada10.1016/0169-1317(87)90032-9 ↗
14. Influence de la lyophilisation sur la structure d'une argile sensible du Québec10.1180/claymin.1984.019.2.03 ↗
15. Transformation of clay minerals by calcium hydroxide attack
16. Pore-size distribution in porous materials10.1021/ie50472a024 ↗
17. Reaction of hydrated lime with pure clay minerals in soil stabilization
18. A quick test to determine lime requirements for lime stabilization
19. EN ISO 14688 – 2 · 2004
20. Lime-clay mineral reaction products
21. Stabilization of loess by chemical additives for road base
22. A field application for lime stabilization10.1007/s00254-006-0368-0 ↗
23. Klika · 1993
24. Stability of soil pores during mercury intrusion porosimetry10.1111/j.1365-2389.1978.tb00777.x ↗
25. Impact of initial state on the fabric and permeability of a lime-treated silt under long-term leaching10.1139/T09-061 ↗
26. Compressibility and conductivity of a chemically treated expansive clay
27. Permeability of lime-treated lateritic soil10.1061/(ASCE)0733-947X(1998)124:5(465) ↗
28. A comparative evaluation of cement and lime modification of laterite10.1016/0013-7952(95)00067-4 ↗
29. Frost-heaving predicted form pore size distribution10.1139/t79-052 ↗
30. Modification of clays soils using lime
31. Lime modification of clay soils for construction expediency10.1680/igeng.1997.29660 ↗
32. Recommendations for the characterization of porous solids10.1351/pac199466081739 ↗
33. Microstructure of a lime stabilised compacted silt
34. Mineralogy of compacted clay–lime mixtures10.2136/sssaj1981.03615995004500010031x ↗
35. Stabilization of expansive soils for use in construction10.1016/j.clay.2010.12.027 ↗
36. Shrewood · 1993
37. A discussion of the application of mercury intrusion porosimetry for the investigation of soils, including an evaluation of its use to estimate volume change in compacted clayey soils10.1680/geot.2004.54.6.421 ↗
38. Taylor · 1997
39. Goechemistry of loess, continental crustal composition and crustal model ages10.1016/0016-7037(83)90206-5 ↗
40. Alkali silica and pozzolanic reactions in concrete. Part 1: Interpretation of published results and an hypothesis concerning the mechanism10.1016/0008-8846(87)90068-8 ↗
41. Soil-lime reaction and microstructural development at elevated temperatures10.1180/claymin.1986.021.3.03 ↗
42. Relation between pore size distribution, permeability and cementitious gel formation in cured clay–lime systems10.1179/026708387790329432 ↗