Effects of soil pulverisation level and freeze and thaw cycles on fly-ash- and lime-stabilised high plasticity clay: implications on pavement design and performance
Author:
Affiliation:
1. Civil Engineering Department, Istanbul University, Istanbul, Turkey
Funder
Bilimsel Araştirma Projeleri Birimi, Istanbul Üniversitesi
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/14680629.2016.1207553
Reference22 articles.
1. Class F Fly-Ash-Amended Soils as Highway Base Materials
2. Beetham, P., Dijkstra, T., Dixon, N., Fleming, P., Hutchison, R. & Bateman, J. (2014). Lime stabilisation for earthworks: A UK perspective. In ICE proceedings, ground improvement. doi:10.1680/grim.13.00030
3. Incorporating a fly-ash stabilised layer into pavement design
4. Effects of soil pulverization quality on lime stabilization of an expansive clay
5. Stabilising a clay using tyre buffings and lime
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