Effects of aggregate size on water retention capacity and microstructure of lime-treated silty soil
- 1 December 2015
- journal article
- research article
- Published by Emerald Publishing in Géotechnique Letters
- Vol. 5 (4) , 269-274
Abstract
Lime treatment is a common technique of improving the workability and geotechnical properties of soils. In this study, the aggregate size effects on the water retention capacity and microstructure of lime-treated soil were investigated. Two soil powders with different maximum aggregate sizes (Dmax = 0·4 and 5 mm) were prepared and stabilised by 2% lime (by weight of dry soil). Soil samples were prepared by compaction at dry side of optimum water content (w = 17%) with a dry density of 1·65 Mg/m3. Suction and pore size distribution were determined after different curing periods. The results obtained show that: (a) the treated soil with smaller Dmax presents relatively smaller modal sizes and lower frequency of macropores (10–330 μm); (b) lime addition effectively improves the soil water retention capacity and decreases both the modal sizes of macro- and micropores gradually over time. Moreover, a higher air entry value and larger water retention capacity were also observed for a smaller Dmax value, in agreement with the pore size distributions.Keywords
This publication has 20 references indexed in Scilit:
- Effects of lime and cement treatment on the physicochemical, microstructural and mechanical characteristics of a plastic siltEngineering Geology, 2013
- Behaviour and mineralogy changes in lime-treated expansive soil at 20°CApplied Clay Science, 2010
- Key Parameters for the Strength Control of Lime Stabilized SoilsJournal of Materials in Civil Engineering, 2009
- A field application for lime stabilizationEnvironmental Geology, 2006
- Soil-Water Characteristic Curves (SWCC) for Lime Treated Expansive Soil from Mosul City2006
- Laboratory and field testing for utilization of an excavated soil as landfill liner materialWaste Management, 2006
- Development of stabilisation and solidification in lime–clay mixesGéotechnique, 2001
- The 1999 R.M. Hardy Lecture: The implementation of unsaturated soil mechanics into geotechnical engineeringCanadian Geotechnical Journal, 2000
- Nineteenth Canadian Geotechnical Colloquium: The soil-water characteristic curve: a historical perspectiveCanadian Geotechnical Journal, 1998
- Influence de la lyophilisation sur la structure d'une argile sensible du QuébecClay Minerals, 1984